1. The steel-concrete-wood combined beam comprises inverted n-shaped steel (1) and is characterized in that: the inverted pi-shaped steel is characterized in that a wood beam (2) is arranged in the inverted pi-shaped steel (1), a thin-wall profiled steel plate (3) is arranged between the wood beam (2) and the inverted pi-shaped steel (1), and concrete (5) is poured on the outer sides of the inverted pi-shaped steel (1), the wood beam (2) and the thin-wall profiled steel plate (3).

2. The steel-concrete-wood composite beam as claimed in claim 1, wherein: anchoring pile groups (1-2) are arranged on the inner bottom wall of the inverted pi-shaped steel (1) at equal intervals, and first bolt inserting holes (1-1) are symmetrically formed between adjacent anchoring pile groups (1-2) and on flange plates on two sides of the inverted pi-shaped steel (1).

3. The steel-concrete-wood composite beam as claimed in claim 1, wherein: an anchoring pile hole (2-2) is longitudinally formed in the wood beam (2), the anchoring pile hole (2-2) is in adaptive connection with an anchoring pile group (1-2) of the inverted pi-shaped steel (1), and a second bolt inserting hole (2-1) communicated with the first bolt inserting hole (1-1) is horizontally formed in the wood beam (2).

4. A steel-concrete-wood composite beam according to claim 2 or 3, wherein: the anchoring pile group (1-2) is composed of a plurality of anchoring piles with the same structure fixed on the inner bottom wall of the inverted pi-shaped steel (1).

5. The steel-concrete-wood composite beam as claimed in claim 4, wherein: the cross section of the anchoring pile is square, and the anchoring pile hole (2-2) is matched with the anchoring pile.

6. The steel-concrete-wood composite beam as claimed in claim 1, wherein: the thin-wall profiled steel sheet (3) is characterized in that flange plates on two sides of the thin-wall profiled steel sheet (3) are provided with third nail inserting holes (3-1) communicated with the first nail inserting holes (1-1) and the second nail inserting holes (2-1), and adaptive inserting nails (4) are inserted into the first nail inserting holes (1-1), the second nail inserting holes (2-1) and the third nail inserting holes (3-1).

7. The steel-concrete-wood composite beam as claimed in claim 6, wherein: the penetrating end of each plug pin (4) is provided with a groove (4-1), a plug pin plate (4-2) matched with the groove (4-1) is inserted into the groove (4-1), and the plug pin plate (4-2) is tightly attached to the outer side wall of the inverted n-shaped steel (1).

8. The steel-concrete-wood composite beam as claimed in claim 6, wherein: the section of the inserted nail (4) is square, and the first inserted nail hole (1-1), the second inserted nail hole (2-1) and the third inserted nail hole (3-1) are matched with the inserted nail (4).

Background

Steel, concrete, wood structures and their corresponding composite structures are widely used in various building projects such as houses, bridges, highways, dams and the like as the most representative structural forms at present. The steel structure has the advantages of uniform material, high strength, good toughness and plasticity, industrial production and the like; the concrete structure has the advantages of good moldability, reasonable strength-price ratio, good durability, good integrity of the integrally cast reinforced concrete structure and the like; the wood structure has the characteristics of light weight, high strength, good anti-seismic performance, high assembly degree, accordance with the building concept of green energy conservation and the like. Steel, concrete, and wood structures are used in various fields due to their own advantages.

But the steel structure has the defects of heat resistance, refractoriness, easy corrosion, poor corrosion resistance and the like; the concrete structure has the defects of heavy self weight, poor crack resistance, more in-situ pouring construction procedures, limitation by construction environment and climatic conditions and the like; wood used in wood structures has undesirable drawbacks such as flammability and susceptibility to adverse environmental effects. The performance defects of the materials used in the structures restrict the size of the component and limit the application range of the component.

Disclosure of Invention

In order to overcome the defects in the prior art, the invention aims to provide a steel-concrete-wood composite beam which can make full use of the isotropy of steel, the superior bearing capacity of concrete and the light weight and high strength of wood, and can be quickly and stably spliced and connected, and concrete is poured on a construction site to form the beam into a whole, so that the beam has good integrity, and the reliability of the structure is ensured; the novel bearing device has the advantages of simple structure, good bearing effect, low cost, strong practicability and good feasibility.

In order to achieve the purpose, the invention adopts the technical scheme that:

the steel-concrete-wood combined beam comprises inverted n-shaped steel 1, wherein a wood beam 2 is arranged in the inverted n-shaped steel 1, a thin-wall profiled steel plate 3 is arranged between the wood beam 2 and the inverted n-shaped steel 1, and concrete 5 is poured on the outer sides of the inverted n-shaped steel 1, the wood beam 2 and the thin-wall profiled steel plate 3.

Anchoring pile groups 1-2 are arranged on the inner bottom wall of the inverted pi-shaped steel 1 at equal intervals, and first bolt holes 1-1 are symmetrically formed between the adjacent anchoring pile groups 1-2 and on flange plates on two sides of the inverted pi-shaped steel 1.

And anchoring pile holes 2-2 are longitudinally arranged in the wood beam 2, the anchoring pile holes 2-2 are in adaptive connection with anchoring pile groups 1-2 of the inverted n-shaped steel 1, and second bolt inserting holes 2-1 communicated with the first bolt inserting holes 1-1 are horizontally arranged in the wood beam 2.

The anchoring pile group 1-2 is composed of a plurality of anchoring piles with the same structure fixed on the inner bottom wall of the inverted pi-shaped steel 1.

The cross section of the anchoring pile is square, and the anchoring pile hole 2-2 is matched with the anchoring pile.

And the flange plates on two sides of the thin-wall profiled steel sheet 3 are provided with third plug pin holes 3-1 communicated with the first plug pin holes 1-1 and the second plug pin holes 2-1, and plug pins 4 which are matched with each other are inserted into the first plug pin holes 1-1, the second plug pin holes 2-1 and the third plug pin holes 3-1.

The penetrating end of the inserted nail 4 is provided with a groove 4-1, a matched inserted nail plate 4-2 is inserted into the groove 4-1, and the inserted nail plate 4-2 is tightly attached to the outer side wall of the inverted n-shaped steel 1.

The section of the inserted nail 4 is square, and the inserted nail hole is matched with the inserted nail 4.

The invention has the beneficial effects that:

the invention applies steel, concrete and wood to the fabricated beam structure, fully utilizes the respective excellent performances of the steel, the concrete and the wood, namely isotropy of the steel, superior bearing capacity of the concrete and light weight and high strength of the wood, really considers the rapid and stable splicing connection of the beams, and then pours the concrete in the construction site to form the beams into a whole, thereby having good integrity and ensuring the reliability of the structure. Aiming at the problems of complex structure, formwork erection, complex prefabrication process, heavy self weight, inconvenient transportation and the like of most of the existing reinforced concrete assembly beams, wood is properly adopted to replace concrete in a tension area in the beam, so that the self weight of the beam body is greatly reduced, the transportation and the construction are convenient, the strength grade of the concrete can be adjusted according to the strength grade of steel, and the strength is optimal. The prefabricated beam has the advantages of simple and easy prefabrication process, saving of a large amount of manpower and material resources, full play of superior performance of used materials, good bearing effect, outstanding economic benefit and strong practicability and good feasibility.

Drawings

FIG. 1 is a schematic cross-sectional view of the present invention.

Fig. 2 is a schematic view of an inverted pi-shaped 1 steel structure with an anchoring pile according to the present invention.

Fig. 3 is a schematic structural view of the wood beam 2 of the present invention.

Fig. 4 is a schematic structural view of the thin-walled profiled steel sheet 3 of the present invention.

Fig. 5 is a schematic view showing the structure and assembly of the plug pin 4 and the plug pin plate 4-2 of the present invention.

FIG. 6 is a schematic representation of the concrete of the present invention formed after casting.

Fig. 7 is a schematic view of a beam constituent member of the present invention.

In the figure: 1. inverted II-shaped steel; 1-1, a first plug pin hole; 1-2, anchoring pile groups; 2. a wood beam; 2-1, a second plug pin hole; 2-2, anchoring pile holes; 3. thin-walled profiled steel sheet; 3-1, a third plug pin hole; 4. inserting a nail; 4-1, a groove; 4-2, inserting a nail plate; 5. and (3) concrete.

Detailed Description

The invention is further described below with reference to the accompanying drawings.

Referring to fig. 1, the steel-concrete-wood combined beam comprises an inverted pi-shaped steel 1, a wood beam 2 is arranged in the inverted pi-shaped steel 1, a thin-wall profiled steel plate 3 is arranged between the wood beam 2 and the inverted pi-shaped steel 1, and concrete 5 is poured on the outer sides of the inverted pi-shaped steel 1, the wood beam 2 and the thin-wall profiled steel plate 3.

Referring to fig. 2, anchoring pile groups 1-2 are equidistantly arranged on the inner bottom wall of the inverted pi-shaped steel 1, and first plug pin holes 1-1 are symmetrically arranged between the adjacent anchoring pile groups 1-2 and on flange plates on two sides of the inverted pi-shaped steel 1.

Referring to fig. 3, an anchoring pile hole 2-2 is longitudinally formed in the wood beam 2, the anchoring pile hole 2-2 is in adaptive connection with an anchoring pile group 1-2 of the inverted pi-shaped steel 1, and a second nail inserting hole 2-1 communicated with the first nail inserting hole 1-1 is horizontally formed in the wood beam 2.

Referring to fig. 2, the anchoring pile group 1-2 is composed of a plurality of anchoring piles with the same structure fixed on the inner bottom wall of the inverted pi-shaped steel 1.

The cross section of the anchoring pile is square, and the anchoring pile hole 2-2 is matched with the anchoring pile, so that the wood beam 2 is combined with the inverted pi-shaped steel 1 more tightly and stably.

Referring to fig. 2 to 5, third plug pin holes 3-1 communicated with the first plug pin holes 1-1 and the second plug pin holes 2-1 are formed in the flange plates on both sides of the thin-wall profiled steel sheet 3, and plug pins 4 matched with each other are inserted into the first plug pin holes 1-1, the second plug pin holes 2-1 and the third plug pin holes 3-1.

Referring to fig. 5, a groove 4-1 is formed in the penetrating end of each plug pin 4, a matched plug pin plate 4-2 is inserted into the groove 4-1, the plug pin plate 4-2 is tightly attached to the outer side wall of the inverted n-shaped steel 1, and the inverted n-shaped steel 1, the wood beam 2 and the thin-wall profiled steel plate 3 are integrally fixed.

The section of each plug pin 4 is square, and the first plug pin hole 1-1, the second plug pin hole 2-1 and the third plug pin hole 3-1 are matched with the plug pins 4, so that the inverted n-shaped steel 1, the wood beam 2 and the thin-wall profiled steel plate 3 are connected more stably.

Referring to fig. 6 and 7, the steel includes Q235 and Q345; the concrete comprises C30, C40; the strength grade of the concrete can be adjusted according to the strength grade of the steel used.

The wood beam comprises a log beam and an engineering wood beam.

The working principle of the invention is as follows:

assembling the anchoring pile holes 2-2 of the wood beam 2 corresponding to the anchoring pile groups 1-2 of the inverted pi-shaped steel 1; then inserting a thin-wall profiled steel plate 3 between the wood beam 2 and the inverted pi-shaped steel 1, wherein the positions and the sizes of a first plug pin hole 1-1, a second plug pin hole 2-1 and a third plug pin hole 3-1 correspond to each other, then inserting a plug pin 4 through the first plug pin hole 1-1, the second plug pin hole 2-1 and the third plug pin hole 3-1, and then placing the plug pin plate 4-2 into a groove 4-1 at the penetrating end of the plug pin 4, so that the connection of the inverted pi-shaped steel 1, the wood beam 2 and the thin-wall profiled steel plate 3 has integrity; and finally, erecting a formwork at the outer boundary of the inverted n-shaped steel 1, and pouring concrete, thereby completing the manufacture of the steel-concrete-wood composite beam.