CN113756470A - Self-adaptive connecting structure of reinforced concrete shear wall and modular shear wall - Google Patents
Self-adaptive connecting structure of reinforced concrete shear wall and modular shear wall Download PDFInfo
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- CN113756470A CN113756470A CN202111152138.XA CN202111152138A CN113756470A CN 113756470 A CN113756470 A CN 113756470A CN 202111152138 A CN202111152138 A CN 202111152138A CN 113756470 A CN113756470 A CN 113756470A
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 210000001503 joint Anatomy 0.000 claims abstract description 16
- 238000009434 installation Methods 0.000 claims description 43
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 19
- 239000011440 grout Substances 0.000 claims description 16
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 10
- 239000010962 carbon steel Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000003044 adaptive effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 description 13
- 238000009417 prefabrication Methods 0.000 description 12
- 230000008569 process Effects 0.000 description 10
- 239000000463 material Substances 0.000 description 7
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a self-adaptive connecting structure of a reinforced concrete shear wall and a modular shear wall, which comprise a shell with a containing cavity, a sliding clamp, a telescopic rod, a spring and connecting steel bars, wherein the shell is provided with the containing cavity; the plurality of telescopic rods are symmetrically arranged on two sides of the inner part of the containing cavity of the shell, the sliding clamps are slidably arranged on the telescopic rods and are arranged in pairs, the springs are sleeved on the telescopic rods and generate pretightening force for the sliding clamps, and connecting steel bar butt joints with adjustable opening sizes are formed between the sliding clamps; with the opening opposite direction of splice bar butt joint mouth, the splice bar is connected on the casing, the splice bar tip be equipped with splice bar butt joint mouth assorted connector. During the use, this connection structure is prefabricated in the shear force wall module, and when the shear force wall module level or vertical was assembled, can the self-adaptation regulation, realize accurate butt joint, adjustment and alignment when helping the shear force wall module to assemble improve construction quality.
Description
Technical Field
The invention belongs to the technical field of assembly type buildings, mainly relates to an assembly type reinforced concrete shear wall combined installation technology, and particularly relates to a reinforced concrete shear wall self-adaptive connection structure and a modular shear wall.
Background
At the present stage, the country requires the implementation of green and environment-friendly sustainable development, and the assembly type building can improve the operation mode, save a large amount of resources, has small environmental pollution and meets the requirements of the current social development. At present, in an assembly type building, a shear wall structure is one of very important lateral force resisting constructions, and the prefabrication and connection modes of the shear wall structure need to be mastered.
The connection modes of the existing-stage assembly type reinforced concrete shear wall structure comprise grouting sleeve connection, mechanical connection, welding, lap joint and the like, the grouting sleeve connection is used as one of the main connection modes of the assembly type shear wall, the connection needs very high precision, but in the construction process, the embedded quantity of sleeve inserted reinforcing steel bars is large, the inserted reinforcing steel bars are prone to being skewed or deviated during concrete vibration, large embedded errors are generated, and the sleeves can be deviated from the original positions due to mold expansion caused in the prefabricating process of the shear wall in a prefabricated part factory, and certain manufacturing errors can be generated; the errors can cause the dislocation of the reserved grouting sleeve and the inserted steel bar during the installation of the shear wall, so that the installation precision of the shear wall cannot meet the requirement. When workers encounter the condition, the inclined reinforcing steel bars are either inserted into the steel bars in a rigid mode or transformed, and the reinforcing steel bars with larger deviation are directly cut off, and the methods are not preferable, so that the connection bearing capacity of the shear wall is reduced, and the construction progress is slowed down, and the construction cost is increased.
At present, a prefabricated part factory can prefabricate shear walls with different sizes or various shapes, but for large-size shear walls, a large template is needed during prefabrication, and the prefabrication speed is slow due to the limitation of production equipment; for the shear wall with the T-shaped section or the L-shaped section, due to the shape of the section, the embedded part is difficult to stabilize in the mold, and the embedded part is easy to deviate from the original position in the process of vibrating concrete, so that hole positions cannot be accurately aligned when the shear wall and the embedded part are installed; the shear wall with the special cross section shape needs more buffer materials to prevent the wall body from being damaged in the transportation process, so that the quality problem of the shear wall with the large size or the special cross section shape is easy to generate in the transportation process. When the shear wall with large size or special section shape is divided into small modules for prefabrication, the mold can be manufactured in a standardized manner, so that the prefabrication speed can be increased, and the standardization degree of the prefabrication of the shear wall is improved. The small module wall body can be transported by vehicles of different sizes, the transportation is flexible, the quality problem caused by looseness in the transportation process can be effectively reduced by fixing the small module wall body by a steel cable or a clamp, and the economic loss caused by damage of the wall body in the transportation process can be reduced.
Therefore, a novel self-adaptive connection structure which has enough bearing capacity and a larger adjustment range and can be freely combined according to the connection part of the shear wall needs to be designed.
Disclosure of Invention
The invention aims to solve the problem of deflection or deviation in the assembly of the existing shear wall, and provides a self-adaptive connecting structure of a reinforced concrete shear wall and a modular shear wall.
The purpose of the invention is realized by the following technical scheme:
a self-adaptive connecting structure of a reinforced concrete shear wall is arranged in a shear wall module and is used for self-adjusting connection when all the shear wall modules are assembled, and the self-adaptive connecting structure comprises a shell with a containing cavity, a sliding clamp, a telescopic rod, a spring and connecting reinforcing steel bars;
the plurality of telescopic rods are symmetrically arranged on two sides of the inner part of the containing cavity of the shell, the sliding clamps are slidably arranged on the telescopic rods and are arranged in pairs, the springs are sleeved on the telescopic rods and generate pretightening force for the sliding clamps, and connecting steel bar butt joints with adjustable opening sizes are formed between the sliding clamps;
with the opening opposite direction of splice bar butt joint mouth, the splice bar is connected on the casing, the tip of splice bar be equipped with splice bar butt joint mouth assorted connector.
During the use, will connection structure is prefabricated in the shear force wall module, and when the shear force wall module was assembled, the connector of connecting reinforcement inserted the connecting reinforcement butt joint mouth that is formed by sliding fixture, and at this process, sliding fixture can follow the telescopic link relative slip can self-adaptation regulation, and the back of targetting in place installs because the cover is established the pretension effect of the spring on the telescopic link presss from both sides the connecting reinforcement tightly to realize accurate butt joint, adjustment and alignment when helping the shear force wall module to assemble improve construction quality.
Preferably, the telescopic links are symmetrically provided with four pairs, and the sliding clamps are symmetrically provided with one pair.
Preferably, sawtooth barb concave cavity structures are arranged on two side walls, perpendicular to the sliding clamp, of the inner side of the containing cavity of the shell, and a fixing clamp matched with the connector is formed.
Preferably, the inner side wall of the sliding clamp is provided with a concave cavity with a sawtooth barb, and the connector of the connecting steel bar is in the shape of the sawtooth barb with a square cross section.
Preferably, the upper end and the lower end of the sliding clamp are installed in a sliding groove of the housing cavity, and the sliding groove is a T-shaped groove.
Preferably, the spring is a high-strength spring, and a fixing screw for limiting the spring is arranged at the tail end of the telescopic rod.
Preferably, the shell is made of high-strength carbon steel, a grouting hole and a grout outlet are formed in the shell, and the grouting hole and the grout outlet are communicated with the containing cavity of the shell.
Preferably, the connecting steel bars are fixedly connected with the shell through steel plates in a welding mode, and reinforcing ribs are arranged for reinforcing.
The self-adaptive connection reinforced concrete shear wall comprises a plurality of wall body modules, wherein the wall body modules are provided with the connection structures, and when adjacent wall body modules are assembled, the connection steel bar butt joints of the adjacent connection structures are connected with the connectors of the connection steel bars to be assembled into a whole shear wall, and then grouting is performed.
The shear wall is divided into a wall body middle module and a wall body edge module according to different reinforcing bars, a connecting structure in the wall body module is arranged in the horizontal or vertical direction, and the shear wall is assembled up, down, left and right according to the requirements after small modules are produced. The vertical connecting steel bars of the connecting structures of the middle module and the edge module of the wall body are pre-embedded to a building foundation, and the number of the steel bars and the number of the connecting structures to be pre-embedded can be selected according to the size of the shear wall; the shear wall module is horizontally assembled and then vertically assembled with the building foundation, the connecting structure is grouted after the installation is completed, the connecting structure containing cavity and the installation joint are filled with grouting materials, the installation joint forms a grouting joint after the grouting materials are filled, after the grouting materials are completely solidified, the wall and the building foundation form a whole, and the wall has high strength and high bearing capacity.
The self-adaptive connecting structure of the reinforced concrete shear wall can be pre-embedded according to the size of the shear wall module, the shear wall connecting structure can be used for elastically connecting reinforcing steel bars in a staggered mode, accurate butt joint is achieved, adjustment and alignment of the shear wall module during assembly are facilitated, the sawtooth barb design is adopted, and the shear wall module can be quickly and firmly connected during assembly. After the installation of modularization wall body was accomplished, the wall body had very high bearing capacity, and the risk of building structure destruction is effectively reduced to resistance wind load and other loads that the building subject can be better.
Specifically, compared with the prior art, the invention has the following advantages:
1. be equipped with the telescopic link on connection structure's the shells inner wall, be equipped with high strength spring on the telescopic link, the opening installation cavity after the casing equipment is accomplished has the ability of elasticity dislocation connecting reinforcement under telescopic link and high strength spring effect, compares with grout muffjoint shear force wall, and this connection structure can allow connecting reinforcement's position to have great position error, is favorable to the dislocation installation.
2. The upper connecting steel bars and the shell are welded and fixed to form a connecting structure, and then the connecting structure is symmetrically embedded into the wall body module; the inside slip anchor clamps that are equipped with of wall body module connection structure's casing, slip anchor clamps are relative slip in the telescopic link, the telescopic link has spacing fixed screw with slip anchor clamps tip, prevent that slip anchor clamps from breaking away from the telescopic link, can make slip anchor clamps slide in the sliding tray, and because high strength spring's effect, slip anchor clamps agree with sawtooth pattern barb reinforcing bar, the reinforcing bar is difficult to extract, then grout to connection structure again, make shear force wall module form a whole, can not take place to slide or remove, can firmly connect the shear force wall.
3. Inside mounting fixture that is equipped with of shear force wall module connection structure's casing, this mounting fixture is integrative with the casing, and this mounting fixture has two advantages: firstly, for connecting reinforcing steel bars with larger position errors, the main function is that the sawteeth of the fixing clamp are matched with the sawteeth of the reinforcing steel bars to form occlusion connection; and for the connecting steel bars with smaller installation errors, the fixed sawteeth can serve as shear keys, so that the bonding strength between the grouting material and the shell can be greatly improved, the shearing resistance and the sliding resistance of the connecting steel bars are indirectly improved, and the connecting bearing capacity of the joint is enhanced.
4. The self-adaptive connection reinforced concrete shear wall provided by the invention is in a modularized installation design, and when the shear wall with a large size or a special section shape is divided into small modules for prefabrication, the mold can be manufactured in a standardized manner, so that the prefabrication speed can be increased, and the standardization degree of the shear wall prefabrication is improved. The shear wall modules can be quickly horizontally assembled and vertically assembled through the connecting structures, and for a longer shear wall, a plurality of wall body middle modules can be assembled on a construction site. The small module wall body can be transported by vehicles of different sizes, the transportation is flexible, the small module wall body is fixed by a steel cable or a clamp to avoid the quality problem caused by looseness in the transportation process, and the economic loss caused by damage of the wall body in the transportation process can be reduced.
Description of the drawings:
FIG. 1 is an overall schematic view of a reinforced concrete shear wall adaptive connection structure and a modular shear wall according to the present invention;
FIG. 2 is a schematic horizontal cross-sectional view of a vertical connection structure A of a module in the middle of the wall body and a vertical connection structure B of a module at the edge of the wall body in FIG. 1;
fig. 3 is a schematic vertical section of the horizontal connection structure C of the wall module of fig. 1;
FIG. 4 is a schematic view of a front cross-section of a housing of the vertical connection structure of the modules in the middle of the wall of FIG. 1;
FIG. 5 is a schematic side sectional view of a housing of the vertical connection structure of the modules in the middle of the wall of FIG. 1;
FIG. 6 is a schematic top view of the housing of the vertical connection of modules in the middle of the wall of FIG. 1;
FIG. 7 is a schematic view of a front cross-section of the housing of the vertical connection of the wall block of FIG. 1;
FIG. 8 is a schematic side cross-sectional view of the shell of the vertical connection of the wall edge module of FIG. 1;
FIG. 9 is a schematic top view of the housing of the vertical connection of the wall edge module of FIG. 1;
FIG. 10 is a schematic front cross-sectional view of the vertical connecting structure of the module in the middle of the wall of FIG. 4 when the internal parts of the housing are not installed;
FIG. 11 is a schematic side sectional view of the vertical modular connection structure in the middle of the wall of FIG. 5 with the internal components of the housing uninstalled;
FIG. 12 is a schematic top view of the vertical modular connection structure of the wall of FIG. 6 without the internal components of the housing;
FIG. 13 is a schematic front view of a slide clamp inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 14 is a schematic side view of the slide clamp inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 15 is a schematic top view of the sliding clamp inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 16 is a schematic cross-sectional view of an expansion link inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 17 is a schematic front view of the installation of a high-strength spring inside the shell of the vertical connection structure of the module in the middle of the wall body of FIG. 4;
FIG. 18 is a schematic side view of the installation of a high-strength spring inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 19 is a schematic top view of the installation of a high-strength spring inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 20 is a front view of the installation of the slide clamp and the limit screw inside the vertical connecting structure casing of the module in the middle of the wall body of FIG. 4;
FIG. 21 is a schematic side view of the installation of a slide clamp and a stop screw inside the shell of the vertical connection structure of the module in the middle of the wall of FIG. 4;
FIG. 22 is a schematic top view of the installation of the slide clamp and the limiting screw inside the vertical connecting structure casing of the module in the middle of the wall body of FIG. 4;
FIG. 23 is a schematic front sectional view of the installation of the upper connecting steel bars of the vertical connecting structure of the modules in the middle of the wall body in FIG. 1;
FIG. 24 is a front cross-sectional view of the installation of the upper connecting steel bars of the vertical connecting structure of the wall edge module of FIG. 1;
fig. 25 and 26 are front schematic views of the vertical connection structure of the modules in the middle of the wall body and the vertical connection structure of the modules at the edge of the wall body in fig. 1;
fig. 27 and 28 are front sectional views illustrating installation of connecting steel bars at the lower part of the vertical connecting structure of the module in the middle of the wall body in fig. 1;
FIG. 29 is a schematic view of the horizontal installation of the shear wall module of FIG. 1;
FIG. 30 is a schematic view of a vertical installation of the shear wall module of FIG. 1;
FIG. 31 is a schematic view of the shear wall module of FIG. 1 mounted horizontally and vertically;
reference numbers in the figures:
shear wall module PC, vertical connection A of modules in the middle of a wall body, vertical connection B of modules at the edge of the wall body, horizontal connection C of modules of the wall body, fixing upper connection steel bars 1 of zigzag barbs on the square cross section of the vertical connection structure of the modules in the middle of the wall body, high-strength carbon steel shell 2 of the vertical connection structure of the modules in the middle of the wall body, a cavity T-shaped sliding groove 3 of the first shell of the vertical connection structure of the modules in the middle of the wall body, welding high-strength steel plates 4 of the vertical connection structure of the modules in the middle of the wall body, sliding clamp 5 of the high-strength zigzag barbs on the vertical connection structure of the modules in the middle of the wall body, telescopic rods 6 of the vertical connection structure of the modules in the middle of the wall body, high-strength springs 7 of the vertical connection structure of the modules in the middle of the wall body, fixing lower connection steel bars 8 of the zigzag barbs on the square cross section of the vertical connection structure of the modules in the middle of the wall body, limit fixing screws 9 of the telescopic rods of the vertical connection structure of the modules in the middle of the wall body, and connecting reinforcing ribs 10 on the upper part of the vertical connection structure of the modules in the middle of the wall body, a wall body middle module vertical connection structure high-strength sawtooth barb reinforcing steel bar fixing clamp 11, a wall body middle module vertical connection structure grouting hole and a grout outlet 12, a wall body middle module vertical connection structure grouting hole 12-1, a wall body middle module vertical connection structure grout outlet 12-2, a wall body edge module vertical connection structure square section fixing sawtooth barb upper connecting reinforcing steel bar 13, a wall body edge module vertical connection structure high-strength carbon steel shell 14, a wall body edge module vertical connection structure second shell containing cavity T-shaped sliding groove 15, a wall body edge module vertical connection structure welding high-strength steel plate 16, a wall body edge module vertical connection structure high-strength sawtooth barb reinforcing steel bar sliding clamp 17, a wall body edge module vertical connection structure telescopic rod 18, a wall body edge module vertical connection structure high-strength spring 19, a wall body edge module vertical connection structure square section fixing sawtooth barb lower connecting reinforcing steel bar 20, the structure comprises a telescopic rod limiting fixing screw 21 of a vertical connecting structure of a wall edge module, a reinforcing steel bar stiffening rib 22 connected to the upper part of the vertical connecting structure of the wall edge module, a high-strength sawtooth-shaped barb reinforcing steel bar fixing clamp 23 of the vertical connecting structure of the wall edge module, a grouting hole and a grout outlet 24 of the vertical connecting structure of the wall edge module, a grouting hole 24-1 of the vertical connecting structure of the wall edge module, a grout outlet 24-2 of the vertical connecting structure of the wall edge module, a grouting joint 25 of the wall module and a building foundation 26.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments.
The embodiment provides a modularized shear wall with a reinforced concrete shear wall self-adaptive connecting structure.
The shear wall is installed in a modularized mode, shear wall modules are installed through a vertical connecting structure and a horizontal connecting structure, grouting of the connecting structures is carried out after installation is finished, as shown in figure 1, horizontal connection among shear wall modules PC and vertical connection among the shear wall modules PC and a building foundation 26 are connected through the connecting structures and then grouted, a grouting hole 12-1 of a vertical connecting structure of a module in the middle of a wall body, a grouting hole 12-2 of a vertical connecting structure of a module in the middle of the wall body, a grouting hole 24-1 of a vertical connecting structure of a module at the edge of the wall body, a grouting hole 24-2 of a vertical connecting structure of a module at the edge of the wall body, a grouting seam 25 and vertical connection of the shear wall modules are formed by sequentially combining a plurality of connecting structures; as shown in fig. 2, the vertical connection a of the modules at the middle part of the wall body is formed by sequentially combining a plurality of connection structures, each connection structure is provided with a grouting hole and a grout outlet 12, the vertical connection B of the modules at the edge of the wall body is formed by sequentially combining a plurality of connection structures, and each connection structure is provided with a grouting hole and a grout outlet 24; as shown in fig. 3, the horizontal connection C of the wall modules is formed by sequentially combining a plurality of connecting structures, and each connecting structure is provided with a grouting hole 12-1 and a grout outlet hole 12-2.
As shown in fig. 4 to 6, as a specific embodiment of the present invention, the vertical connecting structure of the module at the middle part of the wall comprises a high-strength carbon steel shell 2, a first shell cavity T-shaped sliding groove 3 of the vertical connecting structure of the module at the middle part of the wall, a high-strength zigzag barb steel bar sliding clamp 5 of the vertical connecting structure of the module at the middle part of the wall, a telescopic rod 6 of the vertical connecting structure of the module at the middle part of the wall, the vertical connection structure high-strength spring 7 of wall body middle module, the fixed sawtooth type barb inferior connecting reinforcing bar 8 of the square cross-section of the vertical connection structure of wall body middle module, the spacing fixed screw 9 of the vertical connection structure telescopic link of wall body middle module, the vertical connection structure sawtooth type barb reinforcing bar mounting fixture 11 that excels in of wall body middle module, the vertical connection structure connector grout hole of wall body middle module and grout outlet 12, the vertical connection structure of wall body middle module is the same with wall body horizontal connection structure.
As shown in fig. 7 to 9, as a specific embodiment of the present invention, the vertical connection structure of the wall edge module includes a high-strength carbon steel shell 14, a T-shaped sliding groove 15 of the second shell cavity of the vertical connection structure of the wall edge module, a high-strength zigzag barb sliding clamp 17 of the vertical connection structure of the wall edge module, a telescopic rod 18 of the vertical connection structure of the wall edge module, a high-strength spring 19 of the vertical connection structure of the wall edge module, a fixed zigzag barb lower connection steel bar 20 of the square cross section of the vertical connection structure of the wall edge module, a limit fixing screw 21 of the telescopic rod of the vertical connection structure of the wall edge module, a fixed clamp 23 of the high-strength zigzag barb steel bar of the vertical connection structure of the wall edge module, and a grouting hole and grout outlet 24 of the vertical connection structure of the wall edge module.
As shown in fig. 10 to 16, when the vertical connecting structure of the module in the middle of the wall is not installed, the high-strength carbon steel shell 2 in the connecting structure is a first shell with a cavity, the inner wall of the cavity of the shell is provided with a fixing clamp 11 for the high-strength zigzag barb steel bars in the vertical connecting structure of the module in the middle of the wall, and the telescopic rod 6 in the vertical connecting structure of the module in the middle of the wall and the inner wall of the cavity of the shell are fixed by welding; the vertical connecting structure of the wall middle module and the horizontal connecting structure of the wall adopt the same high-strength carbon steel shell, the space structures of the two structures are the same, in order to distinguish the horizontal connecting structure and the vertical connecting structure of the wall module, the high-strength carbon steel shell of the horizontal connecting structure is a third shell with a containing cavity, and the high-strength carbon steel shell 14 of the vertical connecting structure of the wall edge module is a second shell with the containing cavity.
As shown in fig. 17 to 19, firstly, the high-strength spring 7 is installed on the first shell of the vertical connecting structure of the module in the middle of the wall, the high-strength spring 7 of the vertical connecting structure of the module in the middle of the wall is inserted into the telescopic rod 6 of the vertical connecting structure of the module in the middle of the wall, and the high-strength spring 7 is installed on the third shell of the horizontal connecting structure by the same method; for the installation of the second shell of the vertical connecting structure of the wall body edge module, the high-strength spring 19 of the vertical connecting structure of the wall body edge module is inserted into the telescopic rod 18 of the vertical connecting structure of the wall body edge module, and the installation of the high-strength spring 19 of the vertical connecting structure of the wall body edge module is completed.
As shown in fig. 20 to 22, the first shell of the vertical connecting structure of the module in the middle of the wall is provided with the sliding fixture 5 for the high-strength zigzag barb steel bars of the vertical connecting structure of the module in the middle of the wall, and firstly, the sliding fixture 5 for the high-strength zigzag barb steel bars of the vertical connecting structure of the module in the middle of the wall is inserted into the first shell containing cavity of the vertical connecting structure of the module in the middle of the wall in parallel; secondly, after the high-strength zigzag barb steel bar sliding clamp 5 of the vertical connecting structure of the middle module of the wall body is flush with the first shell, the sliding clamp is rotated by ninety degrees to be perpendicular to the telescopic rod 6 of the vertical connecting structure of the middle module of the wall body, the sliding clamp 5 is immediately inserted into the telescopic rod 6 of the vertical connecting structure of the middle module of the wall body, and then the limiting fixing screw 9 of the telescopic rod of the vertical connecting structure of the middle module of the wall body is screwed on the telescopic rod 6 to enable the sliding clamp to slide relatively in the telescopic rod; installing a second sliding clamp 17 of the high-strength zigzag barb steel bar of the vertical connecting structure of the wall edge module into a telescopic rod 18 of the vertical connecting structure of the wall edge module by the same method, and then screwing down a limit fixing screw 21 of the vertical connecting structure of the wall edge module; the installation of the third sliding fixture 5 for the high-strength zigzag barb steel bars of the horizontal connection structure of the wall body is the same as the vertical connection structure of the middle module of the wall body.
As shown in fig. 23 to 26, after the installation of the vertical connecting structure of the module at the middle part of the wall body and the vertical connecting structure shell of the module at the edge of the wall body is finished, the upper connecting steel bar of the vertical connecting structure is installed, the end part of the upper connecting steel bar 1 of the fixed sawtooth barb at the square section of the vertical connecting structure of the module at the middle part of the wall body is connected with the high-strength steel plate 4 of the vertical connecting structure of the module at the middle part of the wall body by screw thread, after the connection is finished, the upper reinforcing steel bar stiffening rib 10 of the vertical connecting structure of the module at the middle part of the wall body is welded at the end part of the upper connecting steel bar 1 of the vertical connecting structure of the module at the middle part of the wall body, after the welding is finished, the high-strength steel plate 4 of the vertical connecting structure of the module at the middle part of the wall body is welded with the top part of the first shell of the vertical connecting structure of the module at the middle part of the wall body, so far as to finish the installation of the vertical connecting structure of the module at the middle part of the wall body, similarly, the upper connecting structure 13 of the fixed sawtooth barb at the square section of the module at the edge of the wall body is connected with the high-strength steel plate 16 of the wall body by screw thread, after the threaded connection is finished, welding the upper connecting reinforcing steel bar stiffening rib 22 of the vertical connecting structure of the wall edge module, and after the welding is finished, welding the high-strength steel plate 16 of the vertical connecting structure of the wall edge module with the top of the second shell of the vertical connecting structure of the wall edge module, so that the installation of the vertical connecting structure of the wall edge module is finished; the upper connecting steel bars of the horizontal connecting structure of the wall body are arranged in the vertical connecting structure at the middle part of the wall body. After the wall module connecting structure is installed, the wall module connecting structure is embedded into the shear wall module, and after prefabrication is completed, the shear wall module is transported to a construction site and then installed.
As shown in fig. 27 to 28, which are schematic diagrams of connection between a vertical connection structure of a module in the middle of a wall and lower connection steel bars, the embedded vertical connection structure of the module in the middle of the wall at the square cross section is inserted into a first housing provided with a cavity, a sliding clamp 5 inside the housing slides to the left and right sides under the extrusion action of the lower connection steel bars 8 of the zigzag barbs, and compresses a high-strength compression adjusting spring 7, when the zigzag barbs of the lower connection steel bars 8 are engaged with the zigzag barbs of the sliding clamp 5, the high-strength compression adjusting spring 7 rebounds until all the zigzag barbs of the lower connection steel bars 8 are completely engaged with the zigzag barbs of the sliding clamp 5, and the vertical connection structure of the module in the middle of the wall and the lower connection steel bars thereof are installed; similarly, inserting the lower connecting steel bar 20 of the fixed zigzag barb of the square cross section of the vertical connecting structure of the pre-embedded wall edge module into a second shell provided with a containing cavity, under the action of a high-strength compression adjusting spring 19, completely fitting all the zigzag barbs of the lower connecting steel bar 20 with the zigzag barbs of the sliding clamp 17, and completing the installation of the vertical connecting structure of the wall edge module and the lower connecting steel bar thereof; the horizontal connecting structure of the wall body and the lower connecting steel bars thereof are arranged in the vertical connecting structure of the middle module of the wall body.
As shown in fig. 29, the shear wall modules are horizontally connected, the horizontal connection is composed of a plurality of horizontal connection structures, the lower connection steel bars pre-embedded in the shear wall modules are inserted into the corresponding horizontal connection structures, and the shear wall modules finish the initial installation in the horizontal direction; as shown in fig. 30, the shear wall modules are vertically installed after horizontal installation, the shear wall is divided into two layers in the embodiment for installation, whether vertical layered installation is performed on the shear wall depends on the height of the wall, the transportation difficulty and the construction difficulty, the vertical installation of the shear wall modules is divided into vertical installation of the middle module of the wall and vertical installation of the edge module of the wall, the principle is horizontally installed with the wall, the vertical connection structure of the middle module of the wall and the vertical connection structure of the edge module of the wall are inserted into the corresponding lower connection steel bars, and vertical initial installation is completed, as shown in fig. 31.
After horizontal primary installation and vertical primary installation are completed, grouting is conducted on the whole wall, the cavity and the connecting joints inside the connecting structure are filled with grouting materials, and after the grouting materials are solidified, a plurality of shear wall modules form a whole wall.
According to the vertical connecting structure of the modules in the middle of the wall body, the vertical connecting structure of the modules at the edge of the wall body is pre-embedded to a shear wall or a building foundation, and the horizontal connecting structure of the wall body is pre-embedded to the shear wall modules, so that the quantity of reinforcing steel bars to be pre-embedded can be selected according to the size of the shear wall modules; when the shear wall is installed, for embedded steel bars with large position errors, large space adjustment dislocation steel bars can be arranged in the connecting structure, the zigzag steel bars are inserted into the corresponding connecting structure and then are meshed with the sliding clamp or the fixing clamp, the steel bars are difficult to pull out, the wall body is grouted after the initial installation is finished, the wall body after the installation is high in bearing capacity, and the building main body can better resist wind load and other loads. The modular production is carried out on the shear walls with large sizes or different section shapes, the mold can be manufactured in a standardized mode, the prefabrication speed can be increased, the standardization degree of the prefabrication of the shear walls is improved, and the sustainable development of the current society is met.
The embodiments described above are intended to facilitate the understanding and use of the invention by those skilled in the art. It will be readily apparent to those skilled in the art that various modifications to these embodiments may be made, and the generic principles described herein may be applied to other embodiments without the use of the inventive faculty. Therefore, the present invention is not limited to the above embodiments, and those skilled in the art should make improvements and modifications within the scope of the present invention based on the disclosure of the present invention.
Claims (10)
1. A self-adaptive connecting structure of a reinforced concrete shear wall is arranged in a shear wall module and is used for self-adjusting connection when all the shear wall modules are assembled, and is characterized by comprising a shell with a containing cavity, a sliding clamp, a telescopic rod, a spring and connecting reinforcing steel bars;
the plurality of telescopic rods are symmetrically arranged on two sides of the inner part of the containing cavity of the shell, the sliding clamps are slidably arranged on the telescopic rods and are arranged in pairs, the springs are sleeved on the telescopic rods and generate pretightening force for the sliding clamps, and connecting steel bar butt joints with adjustable opening sizes are formed between the sliding clamps;
with the opening opposite direction of splice bar butt joint mouth, the splice bar is connected on the casing, the tip of splice bar be equipped with splice bar butt joint mouth assorted connector.
2. The self-adaptive connecting structure for the reinforced concrete shear wall as claimed in claim 1, wherein the telescopic rods are symmetrically provided with four pairs, and the sliding clamps are symmetrically provided with one pair.
3. The self-adaptive connecting structure of a reinforced concrete shear wall as claimed in claim 2, wherein sawtooth barb concave cavity structures are arranged on two side walls perpendicular to the sliding clamp inside the containing cavity of the shell to form a fixing clamp matched with the connecting head.
4. A reinforced concrete shear wall adaptive connection structure according to claim 3, wherein the inner side wall of the sliding clamp is provided with a concave cavity of a sawtooth barb, and the connector of the connecting reinforcing steel bar is in the shape of a sawtooth barb with a square section.
5. The self-adaptive connecting structure for the reinforced concrete shear wall according to claim 1, wherein the upper end and the lower end of the sliding clamp are installed in a sliding groove of the housing cavity, and the sliding groove is a T-shaped groove.
6. The self-adaptive connecting structure of a reinforced concrete shear wall according to claim 1, wherein the spring is a high-strength spring, and a fixing screw for limiting the spring is arranged at the tail end of the telescopic rod.
7. The self-adaptive connecting structure of a reinforced concrete shear wall as claimed in claim 1, wherein the casing is a high-strength carbon steel casing, and the casing is provided with a grouting hole and a grout outlet, and the grouting hole and the grout outlet are communicated with the cavity of the casing.
8. The self-adaptive connecting structure for the reinforced concrete shear wall of claim 1, wherein the connecting steel bars are fixedly connected with the shell by welding through steel plates, and stiffening ribs are arranged for reinforcement.
9. A self-adaptive connection shear wall is characterized by comprising a plurality of wall modules, wherein the wall modules are provided with connection structures according to any one of claims 1 to 8, the installation of the wall modules can be divided into horizontal assembly of wall middle modules and edge modules and vertical assembly of the wall modules, when adjacent wall modules are assembled, the connection steel bar butt joints of the adjacent connection structures are connected with the connectors of the connection steel bars to form the whole shear wall, and then grouting is performed.
10. The adaptive connection shear wall of claim 9, wherein the shear wall is divided into a wall middle module and a wall edge module according to different reinforcing bars. The connecting structures in the wall module are arranged in the horizontal or vertical direction.
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| CN113756470B (en) | 2022-12-06 |
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Application publication date: 20211207 Assignee: Guilin Jiayu Construction Engineering Co.,Ltd. Assignor: GUILIN University OF TECHNOLOGY Contract record no.: X2023980044287 Denomination of invention: A reinforced concrete shear wall adaptive connection structure and modular shear wall Granted publication date: 20221206 License type: Common License Record date: 20231027 |
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