Anti-seismic and disaster-avoiding reinforcing structure in building main body and construction method thereof
1. The utility model provides a structure of disaster is kept away to reinforcement antidetonation in building main part, keeps away a plurality of main part connecting piece interconnect, its characterized in that including setting up the supplementary antidetonation that passes through of building inner wall: the main body connecting piece comprises a three-dimensional angle bracket structure consisting of a first horizontal connecting rod (1), a second horizontal connecting rod (2) and a longitudinal connecting rod (3), the mounting directions of the first horizontal connecting rod (1) and the second horizontal connecting rod (2) are mutually vertical, the mounting direction of the longitudinal connecting rod (3) is mutually vertical to the mounting surfaces of the first horizontal connecting rod (1) and the second horizontal connecting rod (2), the first horizontal connecting rod (1), the second horizontal connecting rod (2) and the longitudinal connecting rod (3) of one main body connecting piece are respectively connected with the second horizontal connecting rod (2), the first horizontal connecting rod (1) and the longitudinal connecting rod (3) of the other main body connecting piece through the auxiliary earthquake-resistant disaster-avoiding connecting piece, and the main body connecting pieces are connected into a cubic frame structure through the auxiliary earthquake-resistant disaster-avoiding connecting pieces.
2. A seismic-resistant disaster-avoiding structure reinforced in a building main body according to claim 1, characterized in that: the auxiliary earthquake-resistant and disaster-avoiding connecting piece comprises at least one long connecting shaft (14) and one short connecting shaft (18) which are connected with each other, wherein an external thread layer (15) of the long connecting shaft and an external thread layer (19) of the short connecting shaft are respectively arranged on the outer walls of one ends of the long connecting shaft (14) and the short connecting shaft (18), fixed clamping seats (16) are fixedly sleeved on the outer sides of the other ends of the long connecting shaft (14) and the short connecting shaft (18), the fixed clamping seats (16) installed on the long connecting shaft (14) are connected with a first earthquake-resistant and disaster-avoiding ring block (17), the fixed clamping seats (16) installed on the short connecting shaft (18) are connected with a second earthquake-resistant and disaster-avoiding ring block (20), the length of the second earthquake-resistant and disaster-avoiding ring block (20) is not less than that of the first earthquake-resistant and disaster-avoiding ring block (17), one end of the second earthquake-resistant and disaster-avoiding ring block (20) is sleeved on the outer wall of the short connecting shaft (18), and the other end of the second earthquake-resistant and disaster-avoiding ring block (20) is provided with a connecting shaft (14) with a connecting shaft (18) outer diameter matched with the long connecting shaft Joint mouth (22), the one end suit that first shock attenuation was installed and is had disaster-avoiding ring piece (17) long connecting axle (14) is in connecting joint mouth (22), has offered respectively at the outside tip of first horizontal connecting rod (1), second horizontal connecting rod (2) and longitudinal tie rod (3) with connecting axle external screw thread layer (15) and short connecting axle external screw thread layer (19) homogeneous phase complex first threaded connection hole (4), second threaded connection hole (6) and third threaded connection hole (5).
3. A seismic-resistant disaster-avoiding structure reinforced in a building main body according to claim 1, characterized in that: the first horizontal connecting rod (1), the second horizontal connecting rod (2) and the longitudinal connecting rod (3) are of cylinder structures with the same shape and size and square cross sections, a first longitudinal fixing block (12) is fixedly installed on the inner side of the connecting position of the first horizontal connecting rod (1) and the longitudinal connecting rod (3), a second longitudinal fixing block (11) is fixedly installed on the inner side of the connecting position of the second horizontal connecting rod (2) and the longitudinal connecting rod (3), the first longitudinal fixing block (12) and the second longitudinal fixing block (11) are of square sheet structures with the same shape and size, the bottom of the first longitudinal fixing block (12) is fixedly connected with the top of the first horizontal connecting rod (1), the side of the first longitudinal fixing block (12) is fixedly connected with the side of the longitudinal connecting rod (3), the bottom of the second longitudinal fixing block (11) is fixedly connected with the top of the first horizontal connecting rod (1), the side of the second longitudinal fixing block (11) is fixedly connected with the side of the longitudinal connecting rod (3), the side center positions of the first longitudinal fixing block (12) and the second longitudinal fixing block (11) are provided with wall fixing holes (13), and the mounting direction of the first longitudinal fixing block (12) is perpendicular to that of the second longitudinal fixing block (11).
4. The structure of claim 2, wherein the structure is a reinforced structure for earthquake protection and disaster prevention: the long connecting shaft (14) and the short connecting shaft (18) are both of a cylindrical structure, the length of the long connecting shaft (14) is equal to the length and the diameter of the short connecting shaft (18), the extension length of an external thread layer (15) of the long connecting shaft is equal to the extension length of an external thread layer (19) of the short connecting shaft, the length between the end socket of the other end of the long connecting shaft (14) and the end socket of a fixed clamping seat (16) sleeved on the long connecting shaft (14) is not less than the length between the end socket of the other end of the short connecting shaft (18) and the end socket of the fixed clamping seat (16) sleeved on the short connecting shaft (18), a damping block mounting groove (23) is arranged on the side wall of the outer end of the fixed clamping seat (16), a connecting shaft sleeving hole (24) for fixedly sleeving the long connecting shaft (14) and the short connecting shaft (18) is arranged at the center position of the bottom of the damping block mounting groove (23), and the inner diameter of the connecting shaft sleeving hole (24) is matched with the outer diameter of the long connecting shaft (14), the damping block mounting groove (23) is of a cylindrical groove-shaped structure, and the inner diameter of the damping block mounting groove (23) is not smaller than that of the connecting shaft sleeving hole (24).
5. The structure of claim 2, wherein the structure is a reinforced structure for earthquake protection and disaster prevention: the second damping and disaster-avoiding ring block (20) and the first damping and disaster-avoiding ring block (17) are both cylindrical structures made of rubber blocks, the diameters of the second damping and disaster-avoiding ring block (20) and the first damping and disaster-avoiding ring block (17) are equal to the diameter of the fixed clamping seat (16), the fixed clamping seat (16) is of an arc-shaped structure with a groove on one side, a sleeving hole (21) is formed in the center of the first damping and disaster-avoiding ring block (17), the first damping and disaster-avoiding ring block (17) is sleeved on the outer wall of the long connecting shaft (14) through the sleeving hole (21), the second damping and disaster-avoiding ring block (20) is sleeved on the outer wall of the short connecting shaft (18) through the connecting clamping port (22), and the inner diameters of the sleeving hole (21) and the connecting clamping port (22) are equal.
6. The structure of claim 2, wherein the structure is a reinforced structure for earthquake protection and disaster prevention: first threaded connection hole (4), second threaded connection hole (6) and third threaded connection hole (5) be the cylindrical hole column structure that the inside has the internal thread layer, this internal thread layer and connecting axle external thread layer (15) and short connecting axle external thread layer (19) homogeneous phase cooperation, first threaded connection hole (4), the internal diameter of second threaded connection hole (6) and third threaded connection hole (5) equals, first threaded connection hole (4), the length of second threaded connection hole (6) and third threaded connection hole (5) equals, the length of first threaded connection hole (4) is not less than the extension length of connecting axle external thread layer (15), the length of first threaded connection hole (4) is not less than the extension length of short connecting axle external thread layer (19).
7. The structure of claim 4, wherein the structure is a reinforced structure for earthquake resistance and disaster avoidance: the damping block mounting groove (23) is internally sleeved with a damping block limiting ring (25), the outer side of the damping block limiting ring (25) is fixedly connected with a second damping and disaster-avoiding ring (20) and a first damping and disaster-avoiding ring (17) respectively, the second damping and disaster-avoiding ring (20) is mounted and limited on one side of a fixed clamping seat (16) fixed on the short connecting shaft (18) through the damping block limiting ring (25), the first damping and disaster-avoiding ring (17) is mounted and limited on one side of the fixed clamping seat (16) fixed on the long connecting shaft (14) through the damping block limiting ring (25), and a damping block limiting ring sleeving hole is formed in the central position of the damping block limiting ring (25).
8. A construction method for reinforcing an earthquake-resistant and disaster-avoiding structure in a building main body according to claim 2, characterized in that the construction method is as follows: during construction, the number of main body connecting pieces required to be used is determined according to the internal structure of a building, the main body connecting pieces are installed at the upper corner position and the lower corner position of the building and the corner positions at two quantitative ends, the main body connecting pieces are fixed to the corresponding corner positions, the main body connecting pieces are arranged at all the corner positions of the building, the main body connecting pieces are inwards fixedly wrapped at the top and the bottom of an external corner, after the used main body connecting pieces are fixed, a first reinforced decorative clamping block (9) with a first reinforced decorative clamping groove (10) is fixedly installed on the inner side of a first horizontal connecting rod (1) of the main body connecting pieces installed at the corner positions of the internal corner, a second reinforced decorative clamping block (7) with a second reinforced decorative clamping groove (8) is fixedly installed on the inner side of a second horizontal connecting rod (2) of the main body connecting pieces installed at the corner positions of the internal corner, install first enhancement decoration joint piece (9) that has first enhancement decoration joint groove (10) in the first horizontal connecting rod (1) outside fixed mounting of the main part connecting piece of installing in reentrant corner position, install second enhancement decoration joint piece (7) that have second enhancement decoration joint groove (8) in the second horizontal connecting rod (2) outside fixed mounting of the main part connecting piece of installing in reentrant corner position, the one end of first enhancement decoration joint piece (9) is connected as an organic whole structure with the one end of second enhancement decoration joint piece (7), the installation direction mutually perpendicular of decorating joint piece (7) is strengthened to first enhancement decoration joint piece (9) and second, the direction of seting up of first enhancement decoration joint groove (10) and second enhancement decoration joint piece (7) all is the same with the extending direction of longitudinal tie rod (3), then with every first threaded connection hole (4), The long connecting shaft (14) is correspondingly arranged in each second threaded connecting hole (6) and each third threaded connecting hole (5), a long connecting shaft external threaded layer (15) arranged on the long connecting shaft (14) is sleeved in the corresponding first threaded connecting hole (4), second threaded connecting hole (6) and third threaded connecting hole (5), the long connecting shaft (14) is firstly screwed to the tightest position in a rotary connection mode, then the other end of each long connecting shaft (14) is sleeved in a connecting clamping port (22), a short connecting shaft external threaded layer (19) at the other end of the short connecting shaft (18) is correspondingly arranged in the corresponding first threaded connecting hole (4), second threaded connecting hole (6) and third threaded connecting hole (5) arranged on the corresponding main body connecting piece, and then when the long connecting shaft (14) and the short connecting shaft (18) are connected to the corresponding first threaded connecting hole (4), second threaded connecting hole (6) and third threaded connecting hole (5), After the second threaded connecting hole (6) and the third threaded connecting hole (5) are arranged inside, reversely loosening the long connecting shaft (14) and the short connecting shaft (18), and rotatably moving an external threaded layer (15) of the long connecting shaft and an external threaded layer (19) of the short connecting shaft from the corresponding first threaded connecting hole (4), the second threaded connecting hole (6) and the third threaded connecting hole (5) outwards until the first shock-absorbing and disaster-avoiding ring block (17) and the second shock-absorbing and disaster-avoiding ring block (20) are in butt joint connection and fastened, realizing the limiting and fixing operation of the first shock-absorbing and disaster-avoiding ring block (17) and the second shock-absorbing and disaster-avoiding ring block (20) by using a fixing clamping seat (16), when the length cannot meet the requirement, connecting the long connecting shaft (14) and the short connecting shaft (18) by using an auxiliary extending connecting shaft sleeve (50), and an auxiliary extending connecting shaft sleeve matched with the long external threaded layer (15) and the external threaded layer (19) of the short connecting shaft is arranged in the auxiliary extending connecting shaft sleeve (50) Connecting internal thread holes (51), when each long connecting shaft (14) and each short connecting shaft (18) are installed, according to construction requirements, one end of each long connecting shaft (14) and each short connecting shaft (18) provided with a connecting shaft external thread layer is sleeved with a longitudinal reinforcing rib plate (27), each longitudinal reinforcing rib plate (27) is of a rectangular sheet structure, the inner side of each longitudinal reinforcing rib plate (27) is fixedly provided with a transverse wall connecting rib plate (26), the top and the bottom of each longitudinal reinforcing rib (27) are respectively provided with a connecting shaft sleeved hole (30) for sleeving the long connecting shaft (14) or the short connecting shaft (18), the outer side wall of each longitudinal reinforcing rib plate (27) is provided with a decorative plate connecting threaded hole (29), the transverse wall connecting bolt holes (26) at the two sides of each longitudinal reinforcing rib plate (27) are provided with wall fixing bolt holes (28), and the transverse wall connecting rib plates (26) are fixedly connected with the inner cavity of a house through external bolts, after the main body connecting piece, the auxiliary earthquake-resistant and disaster-avoiding connecting piece and the longitudinal reinforcing ribs (27) are used, the main body reinforcing and supporting decorative plate (31) is clamped in the second reinforcing and decorating clamping groove (8) and the first reinforcing and decorating clamping groove (10), the auxiliary reinforcing and supporting decorative plate (32) is installed on the outer side of the longitudinal reinforcing ribs (27) arranged on the long connecting shaft (14) and the short connecting shaft (18) through bolts, and the earthquake-resistant and disaster-avoiding decorative plate (33) connected with the auxiliary reinforcing and supporting decorative plate (32) is installed between the first earthquake-resistant and disaster-avoiding ring block (17) and the second earthquake-resistant and disaster-avoiding ring block (20), so that the whole construction operation of reinforcing and disaster-avoiding structures in the building main body is completed according to the mode.
Background
At present, due to the difference of the types and structures of building main bodies, when the building is finished and delivered for use, according to the requirements of different users and the difference of the types of house structures, main body reinforcing operation needs to be implemented inside the building, and the main body reinforcing operation plays a role in: firstly, in some temporary building, because the exterior wall structure has certain firmness deficiency, the method of main body reinforcement is utilized to carry out secondary reinforcement operation, can resist the risks caused by some external environmental and geographic factors, generally adopts a mode of external main body reinforcement work, however, in some special positions and special occasions, the external reinforcement mode is not allowed, and the implementation through the internal reinforcement mode is common, but the internal reinforcement operation of the traditional temporary structure building is often difficult in construction, and the overall structure layout and the coherent reinforcement operation are difficult to implement in the temporary building, and the inner reinforcement operation is often completed by implementing a simple longitudinal four-side supporting operation mode which lacks a coherent stable reinforcement operation mode, the internal adding effect is not ideal, and the effects of internal reinforcement and earthquake resistance and disaster avoidance are often not achieved when geological disasters occur; secondly, in the internal reinforcement operation of some steel structures or reinforced concrete structures, the metal strip or the metal frame matched with the longitudinal or horizontal surface of the building is additionally arranged on the internal surface of the building, the metal strip plays a role in preventing the epidermis of the decorated building from seriously falling off, the metal frame generally implements secondary wrapping reinforcement operation at the corner position or the upright post position, but the implementation of the internal reinforcement operation of the steel structures or the reinforced concrete structures also has certain defects, in the process of internal reinforcement of the steel structures, the problem of difficult matching between the reinforcing member and the steel structure connecting member exists, the problem of connection between the reinforcing member and the steel structure connecting member often exists, the internal reinforcement effect is greatly reduced, and a good internal reinforcement defense measure cannot be played. The structural mode that a metal strip or a metal frame matched with the longitudinal or horizontal surface of a building is additionally arranged on the inner surface of the building implemented by the reinforced concrete inner wall has the defect of low strength, so that the rigid strength defense effect cannot be realized. No matter what kind of above-mentioned traditional internal reinforcement mode, all can not play the antidetonation of high strength and avoid the calamity effect, its overall structure's continuity is not enough simultaneously, and is relatively poor with the unified standardization of structure body, exists and can improve the place.
Therefore, the earthquake-resistant and disaster-avoiding reinforcing structure in the building main body and the construction method thereof have the advantages of simple structure, convenience in operation, high safety factor, wide application range, quickness and convenience in mounting and dismounting, standardized components, high component specification unification degree, expandable extension connection, high strength, strong extension capability, obvious earthquake-resistant and disaster-avoiding effect, tight structural connection, strong continuity, high matching continuity with the height of the building body, simple construction method and easiness in operation, and have wide market prospect.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides the structure for reinforcing the earthquake-resistant and disaster-avoiding structure in the building main body and the construction method thereof, which have the advantages of simple structure, convenience in operation, high safety factor, wide application range, quickness and convenience in mounting and dismounting, standardized components, high component standardization and unification degree, expandable extension connection, high strength, strong extension capability, obvious earthquake-resistant and disaster-avoiding effect, tight structural connection, strong continuity, matching and continuity with the height of the building body, simple construction method and easiness in operation, and are used for overcoming the defects in the prior art.
The technical scheme of the invention is realized as follows: a structure for reinforcing earthquake-resistant and disaster-avoiding in a building main body comprises a plurality of main body connecting pieces which are arranged on the inner wall of the building and are mutually connected through auxiliary earthquake-resistant and disaster-avoiding connecting pieces, the main body connecting piece comprises a three-dimensional angle bracket structure consisting of a first horizontal connecting rod, a second horizontal connecting rod and a longitudinal connecting rod, the mounting directions of the first horizontal connecting rod and the second horizontal connecting rod are mutually vertical, the mounting direction of the longitudinal connecting rod is mutually vertical to the mounting surfaces of the first horizontal connecting rod and the second horizontal connecting rod, the first horizontal connecting rod, the second horizontal connecting rod and the longitudinal connecting rod of one main body connecting piece are respectively connected with the second horizontal connecting rod, the first horizontal connecting rod and the longitudinal connecting rod of the other main body connecting piece through the auxiliary earthquake-resistant disaster-avoiding connecting pieces, and the main body connecting pieces are connected into a cubic frame structure through the auxiliary earthquake-resistant disaster-avoiding connecting pieces.
The auxiliary earthquake-resistant and disaster-avoiding connecting piece comprises at least one long connecting shaft and one short connecting shaft which are connected with each other, the outer wall of one end of each of the long connecting shaft and the short connecting shaft is respectively provided with an external thread layer of the long connecting shaft and an external thread layer of the short connecting shaft, the outer sides of the other ends of the long connecting shaft and the short connecting shaft are fixedly sleeved with a fixing clamping seat, the fixing clamping seat arranged on the long connecting shaft is connected with a first earthquake-resistant and disaster-avoiding ring block, the fixing clamping seat arranged on the short connecting shaft is connected with a second earthquake-resistant and disaster-avoiding ring block, the length of the second earthquake-resistant and disaster-avoiding ring block is not less than that of the first earthquake-resistant and disaster-avoiding ring block, one end of the second earthquake-resistant and disaster-avoiding ring block is sleeved on the outer wall of the short connecting shaft, the other end of the second earthquake-resistant and disaster-avoiding ring block is provided with a connecting clamping interface matched with the outer diameter of the long connecting shaft, one end of the first earthquake-resistant and disaster-avoiding ring block arranged on the long connecting shaft is sleeved in the connecting interface, and a first threaded connecting hole, a second threaded connecting hole and a third threaded connecting hole which are matched with the external thread layer of the connecting shaft and the external thread layer of the short connecting shaft are respectively arranged at the outer side ends of the first horizontal connecting rod, the second horizontal connecting rod and the longitudinal connecting rod.
The first horizontal connecting rod, the second horizontal connecting rod and the longitudinal connecting rod are of cylinder structures with the same shape and size and square cross sections, a first longitudinal fixing block is fixedly installed on the inner side of the connecting position of the first horizontal connecting rod and the longitudinal connecting rod, a second longitudinal fixing block is fixedly installed on the inner side of the connecting position of the second horizontal connecting rod and the longitudinal connecting rod, the first longitudinal fixing block and the second longitudinal fixing block are of square sheet structures with the same shape and size, the bottom of the first longitudinal fixing block is fixedly connected with the top of the first horizontal connecting rod, the side of the first longitudinal fixing block is fixedly connected with the side of the longitudinal connecting rod, the bottom of the second longitudinal fixing block is fixedly connected with the top of the first horizontal connecting rod, the side of the second longitudinal fixing block is fixedly connected with the side of the longitudinal connecting rod, and the center positions of the sides of the first longitudinal fixing block and the second longitudinal fixing block are both provided with wall fixing holes, the mounting direction of the first longitudinal fixing block is perpendicular to that of the second longitudinal fixing block.
The long connecting shaft and the short connecting shaft are of cylindrical structures, the length of the long connecting shaft is equal to that of the short connecting shaft, the extension length of an external thread layer of the long connecting shaft is equal to that of an external thread layer of the short connecting shaft, the length between the end head of the long connecting shaft and the end head of the other end of the long connecting shaft of a fixed clamping seat sleeved on the long connecting shaft is not smaller than that between the end head of the other end of the short connecting shaft and the end head of the other end of the fixed clamping seat sleeved on the short connecting shaft, a damping block mounting groove is formed in the side wall of the outer end of the fixed clamping seat, a connecting shaft sleeving hole for fixing the long connecting shaft and the short connecting shaft in a sleeved mode is formed in the center of the bottom groove of the damping block mounting groove, the inner diameter of the connecting shaft sleeving hole is matched with the outer diameter of the long connecting shaft, the damping block mounting groove is of a cylindrical groove-shaped structure, and the inner diameter of the damping block mounting groove is not smaller than that of the connecting shaft sleeving hole.
The second damping and disaster-avoiding ring block and the first damping and disaster-avoiding ring block are both of cylindrical structures made of rubber blocks, the diameters of the second damping and disaster-avoiding ring block and the first damping and disaster-avoiding ring block are equal to the diameter of the fixed clamping seat, the fixed clamping seat is of a circular arc structure with a groove on one side, a sleeving hole is formed in the center of the first damping and disaster-avoiding ring block, the first damping and disaster-avoiding ring block is sleeved on the outer wall of the long connecting shaft through the sleeving hole, the second damping and disaster-avoiding ring block is sleeved on the outer wall of the short connecting shaft through the connecting clamping port, and the sleeving hole is equal to the inner diameter of the connecting clamping port.
First threaded connection hole, second threaded connection hole and third threaded connection hole be the cylindrical porous structure that the inboard has the internal thread layer, this internal thread layer all cooperatees with connecting axle external thread layer and short connecting axle external thread layer, first threaded connection hole, the internal diameter of second threaded connection hole and third threaded connection hole equals, first threaded connection hole, the length of second threaded connection hole and third threaded connection hole equals, the length of first threaded connection hole is not less than the extension length on connecting axle external thread layer, the length of first threaded connection hole is not less than the extension length on short connecting axle external thread layer.
The damping block mounting groove is internally sleeved with a damping block limiting ring, the outer side of the damping block limiting ring is fixedly connected with the second damping and disaster-avoiding ring block and the first damping and disaster-avoiding ring block respectively, the second damping and disaster-avoiding ring block is mounted and limited on one side of a fixed clamping seat fixed on the short connecting shaft through the damping block limiting ring, the first damping and disaster-avoiding ring block is mounted and limited on one side of the fixed clamping seat fixed on the long connecting shaft through the damping block limiting ring, and a damping block limiting ring sleeving hole is formed in the center of the damping block limiting ring.
A construction method for reinforcing an earthquake-resistant and disaster-avoiding structure in a building main body comprises the following steps: during construction, according to the internal structure of a building, the quantity of main body connecting pieces required to be used is determined, the main body connecting pieces are installed at the upper and lower corner positions and the quantitative two-end corner positions of the building, the main body connecting pieces are fixed to the corresponding corner positions, the main body connecting pieces are arranged at all the corner positions of the building, the outer side of an external corner structure is arranged, the main body connecting pieces are inwards fixedly wrapped to the top and the bottom of an external corner, after the main body connecting pieces are fixed, a first reinforced decorative clamping block with a first reinforced decorative clamping groove is fixedly installed at the inner side of a first horizontal connecting rod of the main body connecting pieces at the internal corner positions, a second reinforced decorative clamping block with a second reinforced decorative clamping groove is fixedly installed at the inner side of a second horizontal connecting rod of the main body connecting pieces at the internal corner positions, and a first reinforced decorative clamping block is fixedly installed at the outer side of the first horizontal connecting rod of the main body connecting pieces at the internal corner positions A first reinforced decorative clamping block with a clamping groove, a second reinforced decorative clamping block with a second reinforced decorative clamping groove is fixedly arranged on the outer side of a second horizontal connecting rod of a main body connecting piece arranged at the corner position of an internal corner, one end of the first reinforced decorative clamping block and one end of the second reinforced decorative clamping block are connected into an integral structure, the mounting directions of the first reinforced decorative clamping block and the second reinforced decorative clamping block are mutually vertical, the opening directions of the notches of the first reinforced decorative clamping groove and the second reinforced decorative clamping block are the same as the extending direction of a longitudinal connecting rod, then a long connecting shaft is correspondingly arranged in each first threaded connecting hole, each second threaded connecting hole and each third threaded connecting hole, an external thread layer of a long connecting shaft arranged on the long connecting shaft is sleeved in the corresponding first threaded connecting hole, second threaded connecting hole and third threaded connecting hole, screwing the long connecting shaft to the tightest position in a rotary connection mode, sleeving the other end of each long connecting shaft into the connecting clamping port, correspondingly installing the short connecting shaft outer thread layer at the other end of the short connecting shaft into the first thread connecting hole, the second thread connecting hole and the third thread connecting hole which are arranged on the corresponding main body connecting piece, reversely loosening the long connecting shaft and the short connecting shaft after the long connecting shaft and the short connecting shaft are connected into the corresponding first thread connecting hole, the second thread connecting hole and the third thread connecting hole, outwards rotating and moving the long connecting shaft outer thread layer and the short connecting shaft outer thread layer out from the corresponding first thread connecting hole, the second thread connecting hole and the third thread connecting hole until the first damping disaster-avoiding ring block and the second damping disaster-avoiding ring block are in butt joint fastening, and realizing the limiting and fixing operation of the first damping disaster-avoiding ring block and the second damping disaster-avoiding ring block by using the fixing clamping seat, when the length can not reach the requirement, the long connecting shaft and the short connecting shaft are connected and extended by adopting the auxiliary extension connecting shaft sleeve, the auxiliary extension connecting shaft sleeve is internally provided with an auxiliary extension connecting shaft sleeve connecting internal thread hole matched with the long connecting shaft external thread layer and the short connecting shaft external thread layer, when each long connecting shaft and each short connecting shaft are installed, according to the construction requirement, one end of each long connecting shaft and each short connecting shaft provided with the connecting shaft external thread layer is sleeved with a longitudinal reinforcing plate which is in a rectangular sheet structure, the inner side of the longitudinal reinforcing plate is fixedly provided with a transverse wall body connecting reinforcing plate, the top and the bottom of the longitudinal reinforcing plate are both provided with connecting shaft sleeved holes for sleeving the long connecting shaft or the short connecting shaft, the outer side wall of the longitudinal reinforcing plate is provided with a decorative plate connecting thread hole, and the transverse wall body connecting rib plates at the two sides of the longitudinal reinforcing plate are provided with wall body fixing bolt holes, the transverse wall connecting rib plate is fixedly connected with the inner cavity of the house through an external bolt, after a main body connecting piece, an auxiliary earthquake prevention and avoidance connecting piece and a longitudinal reinforcing rib are used, the main body reinforcing and supporting decorative plate is clamped in a second reinforcing and decorative clamping groove and a first reinforcing and decorative clamping groove, the auxiliary reinforcing and supporting decorative plate is installed outside the longitudinal reinforcing rib arranged on the long connecting shaft and the short connecting shaft through bolts, the earthquake prevention and avoidance ring block and the second earthquake prevention and avoidance ring block are installed with the earthquake prevention and reduction decorative plate connected with the auxiliary reinforcing and supporting decorative plate, and the whole construction operation of reinforcing the earthquake prevention and avoidance structure in the building main body is completed according to the mode.
The invention has the following positive effects: the product provides a coherent effective internal reinforcement structure and a construction method thereof, the structure is simple to connect integrally and convenient to operate, the reinforcement operation required by the traditional temporary building due to certain firmness and deficiency of an external wall structure is realized, the defects that the internal reinforcement operation of the traditional temporary structure building is difficult to construct and the overall structure layout and coherent reinforcement operation are difficult to implement in the temporary building are overcome, the traditional simple longitudinal four-side support reinforcement operation mode is abandoned, the reinforcement effect is ideal, the integral structure is coherent integrally, and the internal reinforcement and anti-seismic effects are achieved when a geological disaster occurs; secondly, the product provides the requirements of internal reinforcement operation of a plurality of steel structures or reinforced concrete structures, overcomes the defects of the implementation of the internal reinforcement operation of the traditional steel structures or reinforced concrete structures, realizes a structure with simple connection and height matching, forms a frame reinforcing and supporting connection structure with high coherence and matching with a building body by a plurality of main body connecting pieces which are connected with each other by auxiliary earthquake-proof and disaster-avoiding connecting pieces, provides a first earthquake-proof and disaster-avoiding ring block and a second earthquake-proof and disaster-avoiding ring block with prestressed structure blocks on the premise of realizing the support by different components, realizes stronger connection by external auxiliary decoration and reinforcement decoration, realizes the matching operation with the first earthquake-proof and disaster-avoiding ring block and the second earthquake-proof and disaster-avoiding ring block by a shock-proof deformation decorative plate, and provides a structural body with strain earthquake-proof and shock-proof capabilities when a geological disaster occurs, the requirements of a prestressed structure and a buffer structure are met, and the earthquake-resistant and disaster-avoiding effect is well achieved.
Drawings
Fig. 1 is a schematic structural view of the main body connector of the present invention.
Fig. 2 is a schematic structural view of the auxiliary earthquake-resistant and disaster-avoiding connecting member according to the present invention.
Fig. 3 is a second schematic structural view of the auxiliary earthquake-resistant and disaster-avoiding connecting member of the present invention.
Fig. 4 is a third schematic view of the auxiliary earthquake-resistant and disaster-avoiding connection member according to the present invention.
Fig. 5 is a fourth schematic view of the auxiliary earthquake-resistant and disaster-avoiding connecting member according to the present invention.
Fig. 6 is a schematic view of the structure of the auxiliary extending connecting bushing of the present invention.
Fig. 7 is a schematic structural diagram of the fixed card holder of the present invention.
Fig. 8 is a schematic view of the structure of the longitudinal stiffener according to the present invention.
Fig. 9 is one of the connection structure diagrams of the invention.
Fig. 10 is a second schematic view of the connection structure of the present invention.
Fig. 11 is a third schematic view of the connection structure of the present invention.
Detailed Description
As shown in fig. 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, a reinforced earthquake-resistant and disaster-avoiding structure in a building main body comprises a plurality of main body connecting pieces which are arranged on the inner wall of the building and connected with each other through auxiliary earthquake-resistant and disaster-avoiding connecting pieces, wherein each main body connecting piece comprises a three-dimensional angle frame structure consisting of a first horizontal connecting rod 1, a second horizontal connecting rod 2 and a longitudinal connecting rod 3, the installation directions of the first horizontal connecting rod 1 and the second horizontal connecting rod 2 are mutually vertical, the installation direction of the longitudinal connecting rod 3 is mutually vertical to the installation surfaces of the first horizontal connecting rod 1 and the second horizontal connecting rod 2, the first horizontal connecting rod 1, the second horizontal connecting rod 2 and the longitudinal connecting rod 3 of one main body connecting piece are respectively connected with the second horizontal connecting rod 2, the second horizontal connecting rod 2 and the longitudinal connecting rod 3 of the other main body connecting piece through the auxiliary earthquake-resistant and disaster-avoiding connecting pieces, The first horizontal connecting rod 1 and the longitudinal connecting rod 3 are connected, and the main body connecting pieces are connected into a cubic frame structure through the auxiliary earthquake-resistant and disaster-avoiding connecting pieces. The auxiliary earthquake-resistant and disaster-avoiding connecting piece comprises at least one long connecting shaft 14 and one short connecting shaft 18 which are connected with each other, the outer wall of one end of each of the long connecting shaft 14 and the short connecting shaft 18 is respectively provided with a long connecting shaft external thread layer 15 and a short connecting shaft external thread layer 19, the outer sides of the other ends of the long connecting shaft 14 and the short connecting shaft 18 are fixedly sleeved with a fixed clamping seat 16, the fixed clamping seat 16 arranged on the long connecting shaft 14 is connected with a first earthquake-resistant and disaster-avoiding ring block 17, the fixed clamping seat 16 arranged on the short connecting shaft 18 is connected with a second earthquake-resistant and disaster-avoiding ring block 20, the length of the second earthquake-resistant and disaster-avoiding ring block 20 is not less than that of the first earthquake-resistant and disaster-avoiding ring block 17, one end of the second earthquake-resistant and disaster-avoiding ring block 20 is sleeved on the outer wall of the short connecting shaft 18, the other end of the second earthquake-resistant and disaster-avoiding ring block 20 is provided with a connecting clamping interface 22 matched with the outer diameter of the long connecting shaft 14, one end of the first earthquake-resistant and disaster-avoiding ring block 17 arranged on the long connecting shaft 14 is sleeved in the connecting interface 22, the outer side ends of the first horizontal connecting rod 1, the second horizontal connecting rod 2 and the longitudinal connecting rod 3 are respectively provided with a first threaded connecting hole 4, a second threaded connecting hole 6 and a third threaded connecting hole 5 which are matched with a connecting shaft external thread layer 15 and a short connecting shaft external thread layer 19.
The first horizontal connecting rod 1, the second horizontal connecting rod 2 and the longitudinal connecting rod 3 are of cylinder structures with the same shape and size and square cross sections, a first longitudinal fixing block 12 is fixedly installed on the inner side of the connecting position of the first horizontal connecting rod 1 and the longitudinal connecting rod 3, a second longitudinal fixing block 11 is fixedly installed on the inner side of the connecting position of the second horizontal connecting rod 2 and the longitudinal connecting rod 3, the first longitudinal fixing block 12 and the second longitudinal fixing block 11 are of square sheet structures with the same shape and size, the bottom of the first longitudinal fixing block 12 is fixedly connected with the top of the first horizontal connecting rod 1, the side of the first longitudinal fixing block 12 is fixedly connected with the side of the longitudinal connecting rod 3, the bottom of the second longitudinal fixing block 11 is fixedly connected with the top of the first horizontal connecting rod 1, and the side of the second longitudinal fixing block 11 is fixedly connected with the side of the longitudinal connecting rod 3, wall body fixed orifices 13 have all been seted up to the side central point of first vertical fixed block 12 and second vertical fixed block 11, and the installation of first vertical fixed block 12 is square mutually perpendicular with the installation direction of second vertical fixed block 11. The long connecting shaft 14 and the short connecting shaft 18 are both in a cylindrical structure, the length of the long connecting shaft 14 is equal to the length and the diameter of the short connecting shaft 18, the extension length of the external thread layer 15 of the long connecting shaft is equal to the extension length of the external thread layer 19 of the short connecting shaft, the length between the fixed clamping seat 16 sleeved on the long connecting shaft 14 and the end head of the other end of the long connecting shaft 14 is not less than the length between the fixed clamping seat 16 sleeved on the short connecting shaft 18 and the end head of the other end of the short connecting shaft 18, the damping block mounting groove 23 is formed in the side wall of the outer end of the fixed clamping seat 16, a connecting shaft sleeving hole 24 used for fixing the long connecting shaft 14 and the short connecting shaft 18 is formed in the bottom tank bottom center of the damping block mounting groove 23, the inner diameter of the connecting shaft sleeving hole 24 is matched with the outer diameter of the long connecting shaft 14, the damping block mounting groove 23 is of a cylindrical groove-shaped structure, and the inner diameter of the damping block mounting groove 23 is not smaller than the inner diameter of the connecting shaft sleeving hole 24.
The second damping and disaster-avoiding ring block 20 and the first damping and disaster-avoiding ring block 17 are both cylindrical structures made of rubber blocks, the diameters of the second damping and disaster-avoiding ring block 20 and the first damping and disaster-avoiding ring block 17 are both equal to the diameter of the fixed clamping seat 16, the fixed clamping seat 16 is an arc structure with a groove on one side, a sleeving hole 21 is formed in the center position of the first damping and disaster-avoiding ring block 17, the first damping and disaster-avoiding ring block 17 is sleeved on the outer wall of the long connecting shaft 14 through the sleeving hole 21, the second damping and disaster-avoiding ring block 20 is sleeved on the outer wall of the short connecting shaft 18 through the connecting clamp interface 22, and the inner diameters of the sleeving hole 21 and the connecting clamp interface 22 are equal. First threaded connection hole 4, second threaded connection hole 6 and third threaded connection hole 5 be the cylindrical hole column structure that the inside has the internal thread layer, this internal thread layer and connecting axle external screw thread layer 15 and short connecting axle external screw thread layer 19 homogeneous phase cooperation, first threaded connection hole 4, second threaded connection hole 6 and third threaded connection hole 5's internal diameter equals, first threaded connection hole 4, second threaded connection hole 6 and third threaded connection hole 5's length equals, first threaded connection hole 4's length is not less than connecting axle external screw thread layer 15's extension length, first threaded connection hole 4's length is not less than short connecting axle external screw thread layer 19's extension length. A damping block limiting ring 25 is sleeved in the damping block mounting groove 23, the outer side of the damping block limiting ring 25 is fixedly connected with the second damping and disaster-avoiding ring 20 and the first damping and disaster-avoiding ring 17 respectively, the second damping and disaster-avoiding ring 20 is mounted and limited on one side of a fixed clamping seat 16 fixed on the short connecting shaft 18 through the damping block limiting ring 25, the first damping and disaster-avoiding ring 17 is mounted and limited on one side of the fixed clamping seat 16 fixed on the long connecting shaft 14 through the damping block limiting ring 25, and a damping block limiting ring sleeving hole is formed in the center of the damping block limiting ring 25.
A construction method for reinforcing an earthquake-resistant and disaster-avoiding structure in a building main body comprises the following steps: during construction, according to the inner structure of a building, the quantity of main body connecting pieces needed to be used is determined, the main body connecting pieces are installed at the upper and lower corner positions and the quantitative two-end corner positions of the building, the main body connecting pieces are fixed to the corresponding corner positions, the main body connecting pieces are all arranged at all the corner positions of the building, the outer side of an external corner structure is arranged, the main body connecting pieces are inwards fixedly wrapped to the top and the bottom of an external corner, after the main body connecting pieces are fixed, a first reinforced decorative clamping block 9 with a first reinforced decorative clamping groove 10 is fixedly installed on the inner side of a first horizontal connecting rod 1 of the main body connecting pieces installed at the internal corner positions, a second reinforced decorative clamping block 7 with a second reinforced decorative clamping groove 8 is fixedly installed on the inner side of a second horizontal connecting rod 2 of the main body connecting pieces installed at the internal corner positions, and a second reinforced decorative clamping block 7 with a second reinforced decorative clamping groove 8 is fixedly installed on the outer side A first reinforcing decorative clamping block 9 with a first reinforcing decorative clamping groove 10, a second reinforcing decorative clamping block 7 with a second reinforcing decorative clamping groove 8 is fixedly arranged on the outer side of a second horizontal connecting rod 2 of a main body connecting piece arranged at the corner position of an internal corner, one end of the first reinforcing decorative clamping block 9 and one end of the second reinforcing decorative clamping block 7 are connected into an integral structure, the mounting directions of the first reinforcing decorative clamping block 9 and the second reinforcing decorative clamping block 7 are mutually vertical, the opening directions of the notches of the first reinforcing decorative clamping groove 10 and the second reinforcing decorative clamping block 7 are the same as the extending direction of the longitudinal connecting rod 3, then a long connecting shaft 14 is correspondingly mounted in each first threaded connecting hole 4, each second threaded connecting hole 6 and each third threaded connecting hole 5, and a long connecting shaft external threaded layer 15 arranged on the long connecting shaft 14 is sleeved on the corresponding first threaded connecting hole 4, The second threaded connection hole 6 and the third threaded connection hole 5 are internally screwed with the long connection shaft 14 to the tightest position in a rotary connection mode, then the other end of each long connection shaft 14 is sleeved in the connection clamping port 22, the short connection shaft external thread layer 19 at the other end of the short connection shaft 18 is correspondingly arranged in the first threaded connection hole 4, the second threaded connection hole 6 and the third threaded connection hole 5 which are arranged on the corresponding main body connecting piece, then after the long connection shaft 14 and the short connection shaft 18 are connected into the corresponding first threaded connection hole 4, the second threaded connection hole 6 and the third threaded connection hole 5, the long connection shaft 14 and the short connection shaft 18 are reversely loosened, the long connection shaft external thread layer 15 and the short connection shaft external thread layer 19 are outwards rotated and moved out from the corresponding first threaded connection hole 4, the second threaded connection hole 6 and the third threaded connection hole 5, until the first shock absorption and disaster avoidance ring block 17 and the second shock absorption and disaster avoidance ring block 20 are in butt joint and fastened, and the fixing clamping base 16 is utilized to realize the limiting and fixing operation of the first shock absorption and disaster avoidance ring block 17 and the second shock absorption and disaster avoidance ring block 20, when the length can not reach the requirement, the auxiliary extension connecting shaft sleeve 50 is adopted to connect and extend the long connecting shaft 14 and the short connecting shaft 18, the auxiliary extension connecting shaft sleeve connecting internal thread hole 51 matched with the long connecting shaft external thread layer 15 and the short connecting shaft external thread layer 19 is arranged in the auxiliary extension connecting shaft sleeve 50, when each long connecting shaft 14 and each short connecting shaft 18 are installed, according to the construction requirement, one end of the external thread layer arranged on each long connecting shaft 14 and each short connecting shaft 18 is sleeved with a longitudinal reinforcing rib plate 27, the longitudinal reinforcing rib plate 27 is in a rectangular sheet structure, and the transverse wall body connecting rib plate 26 is fixedly installed on the inner side of the longitudinal reinforcing rib plate 27, connecting shaft sleeving holes 30 for sleeving the long connecting shaft 14 or the short connecting shaft 18 are formed in the top and the bottom of the longitudinal reinforcing rib 27, decorative plate connecting threaded holes 29 are formed in the outer side wall of the longitudinal reinforcing rib 27, wall fixing bolt holes 28 are formed in the transverse wall connecting rib plates 26 on the two sides of the longitudinal reinforcing rib 27, the transverse wall connecting rib plates 26 are fixedly connected with the inner cavity of a house through external bolts, after a main body connecting piece, an auxiliary earthquake-proof and disaster-avoiding connecting piece and the longitudinal reinforcing rib 27 are used, main body reinforcing and supporting decorative plates 31 are clamped in the second reinforcing and decorative clamping grooves 8 and the first reinforcing and decorative clamping grooves 10, auxiliary reinforcing and supporting decorative plates 32 are installed on the outer sides of the longitudinal reinforcing ribs 27 arranged on the long connecting shaft 14 and the short connecting shaft 18 through bolts, and a damping and deformation decorative plate 33 connected with the auxiliary reinforcing and supporting decorative plates 32 is installed between the first earthquake-proof and disaster-avoiding ring block 17 and the second earthquake-proof ring block 20, according to the method, the whole construction operation of the reinforced earthquake-resistant disaster-avoiding structure in the building main body is completed.
The foregoing is directed to preferred embodiments of the present invention, other and further embodiments of the invention may be devised without departing from the basic scope thereof, and the scope thereof is determined by the claims that follow. However, any simple modification, equivalent change and modification of the above embodiments according to the technical essence of the present invention are within the protection scope of the technical solution of the present invention.
- 上一篇:石墨接头机器人自动装卡簧、装栓机
- 下一篇:一种输电塔角钢斜材加固装置