1. The utility model provides a novel rock-fill dam concrete panel structure, is including setting up at the domatic panel body of rock-fill dam body, a serial communication port, the panel body includes ordinary concrete district and sets up an at least ECC plastic zone in ordinary concrete district, ordinary concrete district adopts ordinary concrete material to pour and forms, ECC plastic zone adopts fibre reinforced cement base combined material ECC to pour and forms.

2. The concrete panel structure of the novel rock-fill dam as claimed in claim 1, wherein the reinforcing steel bars are arranged in the panel body.

3. The concrete panel structure of the novel rock-fill dam as claimed in claim 1, wherein the bottom surface of the panel body is provided with impermeable geotextile.

4. The novel rock-fill dam concrete panel structure of claim 1, wherein said ECC plastic zone design strength is less than said ordinary concrete zone design strength.

5. A method of constructing a concrete slab for a rockfill dam based on the slab structure of any one of claims 1 to 4, comprising the steps of:

s1, slope leveling and lubricating filler construction;

s2, laying impermeable geotextiles;

s3, installing and lapping steel bars;

s4, manufacturing, installing and positioning the side die;

and S5, continuously pouring the ECC material and the common concrete by adopting a sliding film according to different subareas.

6. The method for constructing the concrete panel of the novel rockfill dam according to claim 5, wherein when the panel body is poured, a baffle is arranged at the junction of the ECC plastic area and the ordinary concrete area, after the ECC of the ordinary concrete material or the fiber reinforced cement-based composite material is initially set, the baffle is removed, and the interface is cleaned to carry out the next area pouring.

7. The method of constructing a new rockfill dam concrete panel according to claim 5, wherein the number, location and size of said ECC plastic zones are determined by finite element optimization computational analysis, the finite element optimization computational process including the steps of:

a. firstly, assuming that the panel body is completely poured by common concrete materials, and determining an area with the internal stress of the panel body exceeding T according to the finite element line elasticity calculation result, wherein T is the maximum stress which can be borne by the common concrete area;

b. replacing the area with the stress exceeding T in the panel body with fiber reinforced cement-based composite material ECC pouring, performing elastoplasticity analysis, searching the stress of a common concrete area, determining the area with the stress exceeding T, and if the area with the stress exceeding T is near the ECC plastic area, expanding the range of the ECC plastic area; if the area with the stress exceeding T is at other new positions, replacing the ordinary concrete material of the area with the stress exceeding T with the fiber reinforced cement-based composite material ECC;

c. and c, repeating the step b, stopping calculation when the stress of all the common concrete areas does not exceed T, and determining the number, the positions and the sizes of the ECC plastic areas according to the calculation result.

Background

The concrete panel rock-fill dam occupies larger and larger specific gravity in hydropower construction due to the advantages of low construction cost, simple and convenient construction, strong adaptability to terrain and geology and the like, becomes one of the hottest dam types at present, and has wide application.

Concrete face plates are generally adopted as seepage-proofing bodies of concrete face plates, and rockfill materials are used as supporting structures of dam bodies. For concrete face rockfill dams, the problem of face cracking is an engineering problem, once cracks appear in face concrete, the integrity of the structure is damaged, the impermeability and durability of the concrete are directly reduced, concrete deterioration caused by freeze-thaw cycles, chemical substance erosion, carbonization and the like is aggravated, and the structural function is gradually lost.

The cracking factors of the concrete face of the rock-fill dam can be classified into two types: (1) structural cracking: the method is mainly caused by overlarge deformation of the rockfill body, the bottom of the panel is hollow, and the panel is subjected to external loads such as water pressure, ice pressure, seismic force and the like; (2) shrinkage deformation cracking of panel: the concrete panel is subjected to various shrinkage deformations and generates tensile stress under constraint, and when the tensile stress exceeds the tensile strength of concrete, temperature cracks can appear. The temperature deformation cracks mainly take two forms, the first is surface or deep cracks caused by non-uniform temperature deformation (similar to warping stress) along the thickness direction, and the cracks are usually caused by overlarge internal and external temperature difference caused by pouring temperature control and heat preservation failure in the construction period of a panel or cold tide and sudden temperature drop before water storage; the second is that the deformation of the whole panel caused by temperature change is restricted by the bottom or side edge, and the deformation occurs in the concrete panel with long age before entering the low temperature season and water storage or even after water storage. Shrinkage deformation and vertical void of the panel concrete along the slope are main causes of panel concrete cracking, and the root of the panel concrete cracking is caused by inconsistent deformation of the dam body and the panel concrete. At present, panel later deformation control is the main means of engineering personnel to prevent the panel fracture, however there are many factors that influence the inconsistent deformation of dam and panel deformation, if: the method comprises the following steps of (1) rheological property of a damming material, sedimentation of a dam body, compaction quality of a rock-fill body, a water storage process of a dam, cyclic lifting of reservoir water level, topographic and geological conditions and other factors. The passive deformation control method can only solve the problem of cracking of the panel at a certain stage, and the concrete panel can still crack throughout the whole construction operation period of the panel. Cracking of the face plate becomes a major obstacle for restricting the face plate rock-fill dam to develop higher.

The Chinese patent with the application number of CN201710143012.3 discloses a concrete face rockfill dam face plate structure, which comprises face plate units arranged on the slope surface of a rockfill dam body, wherein a cushion layer area and a transition layer area are sequentially paved between the face plate units and the slope surface of the rockfill dam body from outside to inside, a supporting pier is arranged between the face plate units and the rockfill dam body, a rubber support is arranged between the contact surfaces of the face plate units and the supporting pier, and a water stopping device is arranged between two adjacent face plate units.

The panel structure effectively reduces the influence of uneven stress deformation of the dam body on the cracking and the damage of the panel in a mode of force transmission of the rubber support and force bearing of the supporting pier; the bottom surface of the concrete panel is adhered with the carbon fiber cloth, so that the strength of the panel is greatly improved, and meanwhile, the permeability of the panel is reduced. The water stopping facility with the panel structure has good water stopping effect; the reinforced concrete panel of the panel structure is prefabricated, so that the engineering progress can be effectively accelerated, and meanwhile, the quality of the panel can be guaranteed. Although the panel structure can make the stress on the panel more uniform, the stress on the panel does not disappear or weaken, and the panel still cracks when the stress on the panel exceeds the maximum stress which the panel can bear.

The Chinese patent with the application number of CN201910663386.7 discloses a concrete panel rock-fill dam for improving the stress deformation state of a panel, which comprises a concrete panel, a cushion layer, a transition layer, a mold-increasing main rock-fill area, a secondary rock-fill area, a downstream protection slope and a drainage prism, wherein the concrete panel, the cushion layer, the transition layer, the mold-increasing main rock-fill area, the secondary rock-fill area, the downstream protection slope and the drainage prism are sequentially arranged from upstream to downstream; the downstream side boundary of the mold-added main rockfill area includes a dam axis upstream side portion parallel to the upstream dam slope and a dam axis downstream side portion horizontally disposed and extending to the inside of the downstream slope protection.

The concrete faced rockfill dam has the following advantages:

(1) by arranging the mold-increasing main rockfill area between the transition layer and the main rockfill area, the mold-increasing main rockfill area has stronger deformation resistance, and the influence of water storage on the deformation of the upstream side of the dam body is effectively reduced;

(2) the main rockfill area and the die-added main rockfill area are arranged at the position above 0.5 times of the height elevation of the dam, so that the influence degree of deformation of the middle upper part of the dam body on water storage is effectively weakened, and the later deformation of the middle upper part of the dam body can be effectively reduced;

(3) the adverse stress deformation state of the concrete panel caused by dam body deformation caused by water storage is avoided or weakened, the possibility that the concrete panel is subjected to problems of hollowing, collapse, extrusion damage and the like is reduced, the safety of the concrete panel rock-fill dam is improved, the construction of a high or ultrahigh concrete panel rock-fill dam is facilitated, and the method can provide benefits for deep development of hydropower in southwest areas of China.

Although the face rockfill dam can avoid or weaken the adverse stress deformation state of the concrete face caused by dam body deformation caused by water storage, and reduce the possibility of the concrete face to have problems of void, collapse, extrusion damage and the like, the face rockfill dam is subjected to a plurality of stress reasons, the scheme can only aim at the stress caused by the water storage, and has no great effect on the influence of the stress caused by other reasons on the face rockfill dam.

Therefore, it is necessary to design a rock-fill dam panel that can cope with the influence of the internal stress of the panel caused by various factors on the panel.

Disclosure of Invention

The invention aims to provide a novel concrete panel structure of a rock-fill dam and a construction method thereof, and solves the problem that the concrete panel of the existing rock-fill dam is easy to crack due to larger stress.

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

the utility model provides a novel rock-fill dam concrete panel structure, is including setting up at the domatic panel body of rock-fill dam body, the panel body includes ordinary concrete district and sets up an at least ECC plastic zone in ordinary concrete district, ordinary concrete district adopts ordinary concrete material to pour and forms, ECC plastic zone adopts fibre reinforced cement base combined material ECC to pour and forms.

According to the invention, the ECC plastic zone is arranged to replace part of the ordinary concrete zone, and the characteristics of large deformation, high toughness, crack dispersion and the like of the fiber reinforced cement-based composite material ECC are utilized, so that the ECC plastic zone is reasonably arranged, the fiber reinforced cement-based composite material ECC is ensured to enter a plastic state earlier than an ordinary concrete material, and when the ECC plastic zone plays a role and deforms, the ordinary concrete zone is in an elastic undamaged stage, the capability of the panel to actively adapt to deformation can be improved, the cracking risk of the panel of the high rockfill dam is remarkably reduced, and the development of the high concrete panel rockfill dam construction technology in China is promoted.

Further, this internal reinforcing bar that is equipped with of panel improves the structural strength of panel body.

Furthermore, the bottom surface of the panel body is provided with the anti-seepage geotextile, so that the anti-seepage property of the panel body can be further enhanced.

Furthermore, the upper surface of the ECC plastic zone is coated with emulsified asphalt, and the emulsified asphalt covers the ECC plastic zone and the joint of the ECC plastic zone and the common concrete zone, so that the waterproof performance of the joint of the ECC plastic zone and the common concrete zone can be enhanced.

Furthermore, the design strength of the ECC plastic area is smaller than that of the common concrete area, so that the ECC plastic area can deform before the common concrete area deforms, and the stress borne by the common concrete area is reduced.

A novel rockfill dam concrete panel construction method is based on the panel structure and comprises the following steps:

s1, slope leveling and lubricating filler construction;

s2, laying impermeable geotextiles;

s3, installing and lapping steel bars;

s4, manufacturing, installing and positioning the side die;

and S5, continuously pouring the ECC material and the common concrete by adopting a sliding film according to different subareas.

Further, when the panel body is poured, a baffle is arranged at the junction of the ECC plastic area and the common concrete area, after the common concrete material and the fiber reinforced cement-based composite material are initially set, the baffle is removed, the interface is cleaned simultaneously, the next area is poured, and the baffle can separate the common concrete material from the fiber reinforced cement-based composite material to avoid mixing of the two materials.

Further, the number, location and size of the ECC plasticity zones are determined by finite element optimization calculation analysis, and the finite element optimization calculation process comprises the following steps:

a. firstly, assuming that the panel body is completely poured by common concrete materials, and determining an area with the internal stress of the panel body exceeding T according to the finite element line elasticity calculation result, wherein T is the maximum stress which can be borne by the common concrete area;

b. replacing the area with the stress exceeding T in the panel body with fiber reinforced cement-based composite material ECC pouring, performing elastoplasticity analysis, searching the stress of a common concrete area, determining the area with the stress exceeding T, and if the area with the stress exceeding T is near the ECC plastic area, expanding the range of the ECC plastic area; if the area with the stress exceeding T is at other new positions, replacing the ordinary concrete material of the area with the stress exceeding T with the fiber reinforced cement-based composite material ECC;

c. and repeating the step b, stopping calculation when the stress of all the common concrete areas does not exceed T, determining the number, the positions and the sizes of the ECC plastic areas according to the calculation result, enabling the ECC plastic areas to cover the areas with the internal stress exceeding T of the panel body through the number, the positions and the sizes of the ECC plastic areas determined in the steps a, b and c, enabling the ECC plastic areas to deform when the internal stress of the panel body reaches the size of deformation of the ECC plastic areas, and effectively reducing the size of the internal stress of the panel body, so that the common concrete areas are prevented from deforming and further cracking and water seepage are avoided.

Further, the spraying of emulsified asphalt is carried out again after the panel body construction finishes, emulsified asphalt spraying is three times, improves waterproof ability, and the tiny crack that the ECC plastic zone that also can be better produced because of the deformation avoids the infiltration.

Compared with the prior art, the invention has the beneficial effects that:

(1) according to the invention, the ECC plastic zone is arranged to replace part of the common concrete zone, the original rigid panel body is changed into the relatively flexible panel body, the ECC plastic zone is reasonably arranged, the ECC of the fiber reinforced cement-based composite material is ensured to be in a plastic state earlier than that of the common concrete material, and when the ECC plastic zone plays a role of deformation, the common concrete zone is in an elastic undamaged stage, so that the capability of the panel to actively adapt to deformation can be improved, the panel cracking risk of the high rockfill dam is obviously reduced, and the development of the high concrete panel rockfill dam construction technology in China is promoted.

(2) The material design strength grade of the ECC plastic zone is smaller than that of the common concrete zone, so that the ECC plastic zone is ensured to enter plasticity first, and the characteristics of large deformation, high toughness, crack dispersion and the like of the ECC material are exerted; after the ECC plastic area enters the plastic state, the generated micro cracks are dispersed and the width is less than 50 mu m, so that the panel body is prevented from leaking in the ECC plastic area.

(3) After the ECC plastic area bears main structural deformation, the stress of the common concrete area can be greatly reduced, the stress of the common concrete area is basically controlled in the stress range which can be borne by the common concrete area, the risk of structural cracking can be remarkably reduced, and the problems of cracking and leakage of the panel in the common concrete area can be effectively solved.

(4) The number, the position and the size of the ECC plastic zone are determined through finite element optimization calculation analysis, the ECC plastic zone can be arranged in the area where the stress of the panel body is large, the stress of the panel body is reduced through the deformation of the ECC plastic zone, the number, the position and the size of the ECC plastic zone are calculated accurately, and the common concrete zone can be effectively prevented from cracking and water seepage due to the large stress.

Drawings

FIG. 1 is a schematic structural view of a concrete panel structure of a novel rock-fill dam according to the present invention;

FIG. 2 is a partially enlarged schematic view of a concrete panel structure of a novel rock-fill dam according to the present invention;

in the figure: 1. a general concrete area; 2. an ECC plastic zone; 3. anti-seepage geotextile; 4. a wave wall; 5. a dam body; 6. a toe plate; 7. the cover is heavy.

Detailed Description

The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

As shown in fig. 1 and fig. 2, the embodiment discloses a novel rock-fill dam concrete panel structure, including setting up at the domatic panel body of rock-fill dam body 5, the panel body includes ordinary concrete district 1 and sets up at least an ECC plastic zone 2 in ordinary concrete district 1, ordinary concrete district 1 adopts ordinary concrete material to pour and forms, ECC plastic zone 2 adopts fibre reinforced cement base combined material ECC to pour and forms.

According to the invention, the ECC plastic zone 2 is arranged to replace part of the ordinary concrete zone 1, and the characteristics of large deformation, high toughness, crack dispersion and the like of the fiber reinforced cement-based composite material ECC are utilized to reasonably arrange the ECC plastic zone 2, so that the fiber reinforced cement-based composite material ECC is ensured to enter a plastic state earlier than the ordinary concrete material, and when the ECC plastic zone 2 plays a role and deforms, the ordinary concrete zone 1 is in an elastic undamaged stage, so that the capability of the panel to actively adapt to deformation can be improved, the cracking risk of the panel of the high rockfill dam is remarkably reduced, and the development of the technology of the high concrete panel rockfill dam in China is promoted.

Further, this internal reinforcing bar that is equipped with of panel does benefit to the structural strength who improves the panel body.

Further, the anti-seepage geotextile 3 is arranged on the bottom surface of the panel body, so that the anti-seepage property of the panel body can be further enhanced.

Further, the upper surface of the ECC plastic zone 2 is coated with emulsified asphalt, the emulsified asphalt covers the ECC plastic zone 2 and the joint of the ECC plastic zone 2 and the common concrete zone 1, and the waterproof performance of the joint of the ECC plastic zone 2 and the common concrete zone 1 can be enhanced.

Further, the designed strength of the ECC plastic area 2 is smaller than that of the common concrete area 1, so that the ECC plastic area 2 can deform before the common concrete area 1 deforms, and the stress on the common concrete area 1 is reduced.

The embodiment also discloses a novel rockfill dam concrete panel construction method, which comprises the following steps based on the panel structure:

s1, slope leveling and lubricating filler construction;

s2, laying impermeable geotextile 3;

s3, installing and lapping steel bars;

s4, manufacturing, installing and positioning the side die;

and S5, continuously pouring the ECC material and the common concrete by adopting a sliding film according to different subareas.

Further, when the panel body is poured, a baffle is arranged at the junction of the ECC plastic area 2 and the common concrete area 1, after the common concrete material and the fiber reinforced cement-based composite material ECC are initially set, the baffle is removed, an interface is cleaned simultaneously, next area pouring is carried out, different areas can be connected closely, the baffle is arranged to separate the common concrete material from the fiber reinforced cement-based composite material ECC, and the two materials are prevented from being mixed.

Further, the number, position and size of the ECC plasticity zones 2 are determined by finite element optimization calculation analysis, and the finite element optimization calculation process includes the following steps:

a. firstly, assuming that the panel body is completely poured by common concrete materials, and determining an area with the internal stress of the panel body exceeding T according to the finite element line elasticity calculation result, wherein T is the maximum stress which can be borne by the common concrete area 1;

b. replacing the area with the stress exceeding T in the panel body with fiber reinforced cement-based composite material ECC pouring, performing elastic-plastic analysis, searching the stress of the common concrete area 1, determining the area with the stress exceeding T, and if the area with the stress exceeding T is near the ECC plastic area 2, expanding the range of the ECC plastic area 2; if the area with the stress exceeding T is at other new positions, replacing the ordinary concrete material of the area with the stress exceeding T with the fiber reinforced cement-based composite material ECC;

c. and repeating the step b, stopping calculation when the stress of all the common concrete areas 1 does not exceed T, determining the number, the positions and the sizes of the ECC plastic areas 2 according to the calculation result, and enabling the ECC plastic areas 2 to cover the areas with the internal stress exceeding T of the panel body through the number, the positions and the sizes of the ECC plastic areas 2 determined in the steps a, b and c, wherein when the internal stress of the panel body reaches the size of the deformation of the ECC plastic areas 2, the ECC plastic areas 2 deform, the size of the internal stress of the panel body can be effectively reduced, and therefore the common concrete areas 1 are prevented from deforming and further cracking and water seepage are avoided.

Further, emulsified asphalt spraying is carried out after the panel body is constructed, the emulsified asphalt spraying is carried out for three times, the waterproof capability is improved, fine cracks generated due to deformation of the ECC plastic zone 2 can be better covered, and water seepage is avoided; spraying emulsified asphalt by using an asphalt spraying machine from top to bottom, firstly spraying the emulsified asphalt once at a place needing spraying, spraying the emulsified asphalt for the second time after drying, throwing sand, spraying the emulsified asphalt for the third time, and spraying a layer of sand, wherein the emulsified asphalt is solvent diluted emulsion with the asphalt content of 60%.

After a rock-fill dam is built, it is known to fill the dam for a variety of reasons, such as: the ECC-based composite material comprises a panel body, wherein the panel body is internally stressed by increasingly larger stress due to thermal expansion and cold contraction, the temperature difference inside the panel body is overlarge, water generates pressure on the panel body, a rockfill body deforms, the bottom of the panel is hollow and the like, if the ordinary concrete area 1 bears the stress, the ordinary concrete area 1 can crack and seep water, an ECC plastic area 2 is arranged in an area with larger internal stress of the panel body, the ECC plastic area 2 deforms under the action of the stress, the stress inside the panel body is reduced, the stress borne by the ordinary concrete area 1 is within the bearable range, the ordinary concrete area 1 is prevented from cracking, the ECC plastic area 2 is formed by ECC pouring of a fiber reinforced cement-based composite material, the fiber reinforced cement-based composite material has the characteristics of large deformation, high toughness, crack dispersion and the like, even if the ECC plastic area 2 deforms, the width of a generated crack is smaller than 50 mu m, the ECC plastic zone 2 still has good water seepage resistance, and the cracks generated by deformation of the ECC plastic zone 2 can be covered by the emulsified asphalt through spraying the emulsified asphalt at the joints of the ECC plastic zone 2 and the ECC plastic zone 2 with the common concrete zone 1, so that the water seepage resistance of the ECC plastic zone 2 is further improved.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.