CN108678220A - A kind of concrete shear force wall of steel bar template integrative installation technology - Google Patents

Abstract

The invention discloses a kind of concrete shear force walls of steel bar template integrative installation technology, including top bars template integrated component, lower layer's steel bar template integrated component, top bars template integrated component is docked with top bars template integrated edge component, and top bars template integrated component is equipped with upper layer concrete wall with the cavity inside that top bars template integrated edge component is formed；Lower layer's steel bar template integrated component is docked with lower layer steel bar template integrated edge component, and lower layer's steel bar template integrated component is equipped with lower-layer concrete wall with the cavity inside that lower layer steel bar template integrated edge component is formed；Top bars template integrated component, top bars template integrated edge component are docked with lower-layer concrete wall.The concrete shear force wall of the present invention is not necessarily to form removal, can increase substantially construction efficiency, and anti-seismic performance is equal to cast-in-place structural, simple structure, convenient for design, processing and installation.

Description

Concrete shear wall integrated with reinforced formwork

technical field

The invention relates to the technical field of concrete structures in structural engineering, in particular to a concrete shear wall with integrally installed steel formwork.

Background technique

In our country, concrete buildings generally use cast-in-place construction technology in the construction of the main structure. The advantage of this process is that the overall performance of the structure is good, and the anti-seismic performance is excellent. However, it needs to complete a large number of processes such as steel bar processing, binding and formwork installation on the construction site. These processes not only seriously restrict the construction progress, but also increase the construction cost of the entire project with the increase of labor costs. In recent years, my country's construction industrialization has developed rapidly, and many new systems of concrete structures have emerged, entering the "fabricated" stage. At present, its main structural systems are: prefabricated frame structure, prefabricated shear wall structure and prefabricated frame-cast-in-place shear wall structure, etc. In view of the widespread use of concrete shear wall structures in residential buildings in our country, the current stage mainly focuses on the research and application of the industrialization of shear wall structures. In this regard, the technical systems that have been put into practice include assembled integral shear wall structures, laminated shear wall structures, and prefabricated round-hole plate shear wall structures.

The emergence of the above-mentioned concrete structure system has promoted the process of building industrialization to a certain extent, but there are still many deficiencies that need to be improved. For example, for the assembled integral shear wall structure, its technical feature is to use the precast concrete shear wall and cast-in-place concrete shear wall as the vertical load-bearing and horizontal lateral force members of the structure. Sleeve grout connection or grout anchor lap connection. On the one hand, this kind of system has more cast-in-place and prefabrication simultaneously, the process has not been reduced, but increased, and there is no advantage in terms of construction period and cost; on the other hand, its seismic performance cannot be equal to that of cast-in-place structures. For the laminated shear wall structure, its characteristic is that the shear wall is divided into three layers along the thickness direction, the inner and outer layers are prefabricated, and the middle layer is post-cast. Although the construction of this system is fast, the prefabricated wall panels of the inner and outer layers are not connected to the wall panels of the adjacent layers (including the distributed steel bars in the wall panels are not connected up and down). In this way, the effective wall thickness for in-plane shear and out-of-plane bending at horizontal joints is greatly reduced. Therefore, the bearing capacity of composite shear walls is weaker than that of cast-in-place shear walls of the same thickness or other forms of assembled integral shear walls. For the prefabricated circular hole plate shear wall structure, it is characterized in that a vertical cylindrical hole is set in the shear wall, and concrete is poured in the cylindrical hole after the installation is completed. Although this system is convenient for construction, it also has disadvantages similar to the laminated shear wall structure. Therefore, it is of great engineering significance to develop a new type of industrialized shear wall system that has high construction efficiency and can improve the seismic performance of the structure.

Contents of the invention

Aiming at the above-mentioned technical problems in the related art, the present invention proposes a concrete shear wall with integrally installed steel formwork, which can overcome the above-mentioned deficiencies in the prior art.

For realizing above-mentioned technical purpose, technical scheme of the present invention is realized like this:

A concrete shear wall with integrated reinforcement formwork, comprising an upper-layer reinforcement-formwork integrated component, a lower-layer reinforcement-formwork integration component, an upper-layer reinforcement-formwork integration component and an upper-layer reinforcement-formwork integration edge component butt joint along the horizontal direction, and an upper-layer reinforcement-formwork integration component An upper layer vertical seam is provided at the junction of the integrated member and the upper layer reinforced formwork integrated edge member, and an upper layer concrete wall is arranged inside the cavity formed by the upper layer reinforced formwork integrated member and the upper layer reinforced formwork integrated edge member;

The lower reinforced formwork integrated member and the lower reinforced reinforced formwork integrated edge member are docked along the horizontal direction, and the lower layer vertical splicing joint is provided at the joint of the lower reinforced reinforced formwork integrated member and the lower reinforced reinforced formwork integrated edge member, and the lower reinforced reinforced formwork integrated member The cavity formed by the edge member integrated with the lower steel formwork is provided with a lower concrete wall;

The upper reinforced formwork integrated member, the upper reinforced reinforced formwork integrated edge member and the lower concrete wall are vertically connected, and the upper reinforced reinforced formwork integrated member, the upper reinforced reinforced formwork integrated edge member and the lower concrete wall are provided with horizontal joints. Joints; the lower concrete walls are located below the horizontal joints.

Further, the integrated member of the upper reinforcement formwork includes the low vertical reinforcement of the wall, the high vertical reinforcement of the wall, and the horizontal reinforcement of the wall. The low vertical reinforcement of the wall and the high vertical reinforcement of the wall are distributed alternately in the horizontal direction. The high vertical steel bar and the horizontal steel bar of the wall are connected with the horizontal steel bar of the wall by binding or welding. The reinforcement skeleton is formed by connecting the tension connectors and the web reinforcement, and the reinforcement skeleton is connected with the permanent formwork through the tension connectors and the web reinforcement;

The structure of the integrated member of the lower reinforced formwork is the same as that of the integrated member of the upper reinforced formwork. Vertical steel bars and high-level vertical steel bars in the wall are staggered in the horizontal direction;

The integrated edge components of the upper reinforcement formwork include low vertical reinforcement bars of the edge components, high vertical reinforcement bars of the edge components, and horizontal reinforcement bars of the edge components. The low vertical reinforcement bars of the edge components and the high vertical reinforcement bars of the edge components are distributed alternately in the horizontal direction. The low vertical reinforcement and the high vertical reinforcement of the edge member are connected with the horizontal reinforcement of the edge member by binding or welding, and the upper reinforcement formwork is integrated. Horizontal steel bars are connected by tension connectors and web bars to form a reinforcement skeleton, and the reinforcement skeleton is connected with the permanent formwork of the edge members through the tension connectors and web reinforcement, and the permanent formwork of the edge members is connected with the permanent end formwork;

The structure of the integrated edge member of the lower reinforcement formwork is the same as that of the upper reinforcement formwork integration edge member. The low-position vertical reinforcement of the edge member and the high-position vertical reinforcement of the edge member are staggered in the horizontal direction.

Further, the vertical reinforcement joints of the shear wall between the low vertical reinforcement of the wall, the high vertical reinforcement of the wall, the low vertical reinforcement of the edge member, and the high vertical reinforcement of the edge member adopt the lap joint method, and the adjacent two The vertical reinforcement connection joints of each shear wall are staggered in the vertical direction; the horizontal reinforcement connection joints of the shear wall between the horizontal reinforcement of the wall and the horizontal reinforcement of the edge members adopt the lap joint method, and the two shear walls located on the same horizontal plane Horizontal rebar connection joints do not scatter.

Further, the web steel bars are distributed in a continuous S-shape in the vertical direction.

Further, the lengths of the low vertical steel bars of the wall and the high vertical steel bars of the wall are equal and greater than the height of the permanent formwork; the length of the horizontal steel bars of the wall is greater than the width of the permanent formwork.

Further, the lengths of the low-position vertical reinforcement of the edge member and the high-position vertical reinforcement of the edge member are equal and are greater than the height of the permanent formwork of the edge member; the length of the horizontal reinforcement of the edge member is greater than the width of the permanent formwork of the edge member, and the horizontal reinforcement of the edge member has Horizontal bend segment.

Further, the upper reinforced formwork integrated component, the upper reinforced reinforced formwork integrated edge component, the lower reinforced reinforced formwork integrated component and the lower reinforced reinforced formwork integrated edge component are manufactured by factory prefabrication and on-site installation; the upper concrete wall and the lower concrete wall are made by staged pouring on site.

Beneficial effects of the present invention: 1. The steel bars and formwork of the shear wall form an integrated component for overall installation, and the formwork does not need to be removed, which can greatly improve the construction efficiency; 2. The vertical reinforcement of the shear wall is connected by lap joints, and the joints Staggered layout, its seismic performance is equivalent to that of cast-in-place structures; 3. The wall molding quality is excellent, and the appearance achieves the effect of fair-faced concrete, which can avoid post-plastering; 4. The structure is simple, easy to design, process and install.

Description of drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required in the embodiments. Obviously, the accompanying drawings in the following description are only some of the present invention. Embodiments, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without any creative effort.

Fig. 1 is the schematic diagram of the concrete shear wall of a kind of reinforced formwork integrated installation described in the embodiment of the present invention;

Fig. 2 is A-A sectional view shown in Fig. 1;

Fig. 3 is the B-B sectional view shown in Fig. 1;

Fig. 4 is a C-C sectional view shown in Fig. 1;

Fig. 5 is a D-D sectional view shown in Fig. 1;

Fig. 6 is a schematic diagram of the front elevation of the upper layer steel formwork integrated member 1 shown in Fig. 1;

Fig. 7 is a schematic diagram of the front elevation of the integrated edge member 2 of the upper steel formwork shown in Fig. 1;

Fig. 8 is a schematic plan view of the upper reinforcement formwork integrated member 1 shown in Fig. 6;

Fig. 9 is a schematic plan view of the integrated edge member 2 of the upper reinforcement formwork shown in Fig. 7;

Fig. 10 is the E-E sectional view shown in Fig. 8;

Fig. 11 is a sectional view taken along line F-F shown in Fig. 9 .

In the figure: 1. The integrated component of the upper reinforcement formwork; 1.1, the permanent formwork; 1.2, the low vertical reinforcement of the wall, 1.3, the high vertical reinforcement of the wall, 1.4, the horizontal reinforcement of the wall; 2, the integrated edge of the upper reinforcement formwork 2.1, permanent formwork for edge members; 2.2, low vertical reinforcement for edge members; 2.3, high vertical reinforcement for edge members; 2.4, horizontal reinforcement for edge members; 2.5, permanent end formwork; 3, upper vertical joints; 4. The integrated member of the lower reinforcement formwork; 5. The edge member of the integration of the lower reinforcement formwork; 6. The vertical joint of the lower floor; 7. The horizontal joint; 8. The upper concrete wall; 9. The lower concrete wall; 10. Vertical reinforcement connection joints of shear walls; 11. Horizontal reinforcement connection joints of shear walls;

Detailed ways

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. All other embodiments obtained by persons of ordinary skill in the art based on the embodiments of the present invention belong to the protection scope of the present invention.

As shown in Figure 1-11, according to the embodiment of the present invention, a concrete shear wall with integrated steel bar formwork installation includes an upper layer steel bar formwork integrated component 1, a lower layer steel bar formwork integrated component 4, and an upper layer steel bar formwork integrated component The integrated member 1 and the upper-layer reinforced formwork integrated edge member 2 are butted in the horizontal direction, and the upper-layer vertical joint 3 is formed at the butt joint. There is an upper concrete wall 8; the integrated member 4 of the lower reinforced formwork and the edge member 5 of the integrated lower reinforced formwork are butted in the horizontal direction, and the vertical joint 6 of the lower layer is formed at the joint, and the integrated member 4 of the lower reinforced formwork is connected to the lower reinforced formwork The cavity formed by the integrated edge member 5 is provided with a lower concrete wall 9; the upper reinforced formwork integrated member 1, the upper reinforced formwork integrated edge member 2 and the lower concrete wall 9 are docked vertically, and the joints form a horizontal to the seam 7; the lower concrete wall 9 is located below the horizontal seam 7.

The integrated member 1 of the upper layer reinforcement formwork includes the low vertical reinforcement 1.2 of the wall, the high vertical reinforcement 1.3 of the wall, and the horizontal reinforcement 1.4 of the wall. The low vertical reinforcement 1.2 of the wall and the high vertical reinforcement 1.3 of the wall are distributed alternately in the horizontal direction , the high vertical steel bar 1.3 of the wall, the horizontal steel bar 1.4 of the wall are connected with the horizontal steel bar 1.4 by binding or welding, the low vertical steel bar 1.2 of the wall on the front and rear sides of the upper reinforcement formwork integrated component 1, the high vertical steel bar of the wall The reinforcing bar 1.3 and the horizontal reinforcing bar 1.4 of the wall are connected through the tension connector 12 and the web steel bar 13 to form a reinforcement skeleton, and the reinforcement skeleton is connected with the permanent formwork 1.1 through the tension connector 12 and the web reinforcement bar 13; the lower reinforcement formwork is integrated The structural member 4 has the same structure as the upper reinforced formwork integrated member 1, the lower vertical reinforcement 1.2 of the wall of the lower reinforced formwork integrated member 4, the high vertical reinforcement 1.3 of the wall and the lower wall of the upper reinforced formwork integrated member 1 The vertical reinforcement 1.2 and the high-level vertical reinforcement 1.3 of the wall are staggered in the horizontal direction.

The integrated edge member 2 of the upper reinforcement formwork includes the low vertical reinforcement bar 2.2 of the edge member, the high vertical reinforcement bar 2.3 of the edge member, and the horizontal reinforcement bar 2.4 of the edge member. Distribution, the low vertical steel bar 2.2 of the edge member, the high vertical steel bar 2.3 of the edge member are connected with the horizontal steel bar 2.4 of the edge member by binding or welding, and the upper reinforcement formwork is integrated. The high vertical steel bar 2.3 of the edge member and the horizontal steel bar 2.4 of the edge member are connected through the tension connector 12 and the web reinforcement 13 to form a reinforcement skeleton, and the reinforcement skeleton is connected with the permanent formwork 2.1 of the edge member through the tension connector 12, the web reinforcement 13 Connection, the permanent formwork 2.1 of the edge member is connected with the permanent end formwork 2.5; the structure of the integrated edge member 5 of the lower layer of steel formwork is the same as that of the edge member 2 of the upper layer of steel formwork, and the edge member of the integrated edge member of the lower layer of steel formwork 5 is vertically Reinforcing bar 2.2, high vertical reinforcing bar 2.3 of edge member and upper reinforcement formwork are integrated, and low vertical reinforcing bar 2.2 of edge member 2 and high vertical reinforcing bar 2.3 of edge member are distributed in a staggered horizontal direction. The web bars 13 are distributed in a continuous S-shape in the vertical direction.

The vertical reinforcement joint 10 of the shear wall between the low vertical reinforcement bar 1.2 of the wall, the high vertical reinforcement bar 1.3 of the wall, the low vertical reinforcement bar 2.2 of the edge member, and the high vertical reinforcement bar 2.3 of the edge member adopts the lap joint method, and the adjacent The two shear wall vertical steel bar connection joints 10 are staggered in the vertical direction; the shear wall horizontal steel bar connection joints 11 between the wall horizontal steel bar 1.4 and the edge member horizontal steel bar 2.4 adopt the lap joint method and are located on the same horizontal plane The two shear wall horizontal reinforcement joints 11 are not separated. The length of the low vertical reinforcement 1.2 of the wall and the high vertical reinforcement 1.3 of the wall are equal and greater than the height of the permanent formwork 1.1; the length of the horizontal reinforcement 1.4 of the wall is greater than the width of the permanent formwork 1.1. The length of the low vertical reinforcement 2.2 of the edge member and the high vertical reinforcement 2.3 of the edge member are equal and greater than the height of the permanent formwork 2.1 of the edge member; the length of the horizontal reinforcement 2.4 of the edge member is greater than the width of the permanent formwork 2.1 of the edge member, and the horizontal reinforcement of the edge member 2.4 There are horizontal bends.

The upper reinforced formwork integrated component 1, the upper reinforced reinforced formwork integrated edge component 2, the lower reinforced reinforced formwork integrated component 4 and the lower reinforced reinforced formwork integrated edge component 5 are made by factory prefabrication and on-site installation; the upper concrete wall 8 And lower concrete wall body 9 adopts on-site staged pouring to make.

In order to facilitate the understanding of the above-mentioned technical solution of the present invention, the above-mentioned technical solution of the present invention will be described in detail below through a specific usage mode.

When processing the integrated member 1 of the upper layer reinforcement formwork, first connect the low vertical reinforcement 1.2 of the wall, the high vertical reinforcement 1.3 of the wall, the horizontal reinforcement 1.4 of the wall, the tension connector 12 and the web reinforcement 13 by binding or welding Form a steel skeleton. Then it is put on the mold table, and one side of the permanent formwork 1.1 is poured with high-strength concrete. When the strength of the formwork is sufficient, reverse the entire component and place it on another formwork platform on the other side of the permanent formwork 1.1 that has been poured with high-strength concrete (completed before the initial setting). When the strength of the formwork is sufficient, the entire upper-layer reinforced formwork integrated member 1 can be hoisted from the formwork table and placed in the storage area. When processing the upper-layer reinforced formwork integrated edge member 2, the permanent end formwork 2.5 is first processed and formed. Then the lower vertical reinforcement 2.2 of the edge member, the upper vertical reinforcement 2.3 of the edge member, the horizontal reinforcement 2.4 of the edge member, the tension connector 12 and the web reinforcement 13 are connected by binding or welding to form a reinforcement skeleton. Afterwards, the reinforced skeleton and the permanent end formwork 2.5 are placed on the formwork platform, and one side of the permanent formwork 2.1 of the edge member is poured with high-strength concrete. When the strength of the formwork is sufficient, reverse the entire component and place it on another formwork platform on the other side of the permanent formwork 2.1 of the edge component poured with high-strength concrete (completed before the initial setting). When the strength of the formwork is sufficient, the entire upper-layer reinforced formwork integrated edge member 2 can be lifted from the formwork table and placed in the storage area. The same process can be used to complete the lower reinforcement formwork integrated member 4 and the lower reinforcement formwork integration edge member 5 .

During on-site construction, the lower-layer steel formwork integrated member 4 is first installed, and then the lower-layer steel formwork integrated edge member 5 is hoisted at the corresponding position from above. Fix the integrated components with diagonal supports. Use grouting material to block the vertical joint 6 of the lower layer. Concrete is poured into the cavity formed by the lower reinforced formwork integrated member 4 and the lower reinforced formwork integrated edge member 5 to the top surface of the floor to form the lower concrete wall 9 . When the strength of the lower concrete wall 9 is sufficient, install the upper-layer steel formwork integrated member 1, and then hoist the upper-layer steel formwork integrated edge member 2 at the corresponding position from above. Also, fix the integrated components with diagonal supports. The vertical joint 3 and the horizontal joint 7 of the upper layer are blocked by grouting material. Concrete is poured into the cavity formed by the upper reinforced formwork integrated member 1 and the upper reinforced reinforced formwork integrated edge member 2 to the top surface of the floor to form the lower concrete wall 8 .

To sum up, with the help of the above technical solution of the present invention, the steel bars and formwork of the shear wall can be formed as an integrated component for integral installation, and the formwork does not need to be removed, the construction efficiency can be greatly improved, and the seismic performance of the formed wall is equivalent to in cast-in-place structures. As other types of concrete structures, the integrated installation of steel bars and formwork can also be used as a reference.

The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the scope of the present invention. within the scope of protection.

Claims (7)

1. a kind of concrete shear force wall of steel bar template integrative installation technology, it is characterised in that：Including top bars template integration Component（1）, lower layer's steel bar template integrated component（4）, top bars template integrated component（1）With top bars template one Change edge member（2）It docks in the horizontal direction, top bars template integrated component（1）With top bars template integrated edge Component（2）The vertical splicing seams in upper layer are equipped at docking（3）, top bars template integrated component（1）With top bars template one Body edge member（2）The cavity inside of formation is equipped with upper layer concrete wall（8）；

Lower layer's steel bar template integrated component（4）With lower layer's steel bar template integrated edge component（5）It docks in the horizontal direction, under Layer steel bar template integrated component（4）With lower layer's steel bar template integrated edge component（5）Vertically splice equipped with lower layer at docking Seam（6）, lower layer's steel bar template integrated component（4）With lower layer's steel bar template integrated edge component（5）The cavity inside of formation Equipped with lower-layer concrete wall（9）；

Top bars template integrated component（1）, top bars template integrated edge component（2）With lower-layer concrete wall （9）It vertically docks, top bars template integrated component（1）, top bars template integrated edge component（2）With under Layer concrete wall（9）Horizontal direction splicing seams are equipped at docking（7）；Lower-layer concrete wall（9）Positioned at horizontal direction splicing seams（7） Lower section.

2. concrete shear force wall according to claim 1, it is characterised in that：The top bars template integrated component （1）Including wall low level vertical reinforcement（1.2）, wall high position vertical reinforcement（1.3）, wall horizontal reinforcement（1.4）, wall low level Vertical reinforcement（1.2）With wall high position vertical reinforcement（1.3）It distributes alternately in the horizontal direction, wall high position vertical reinforcement（1.3）、 Wall horizontal reinforcement（1.4）Pass through binding or welding manner and wall horizontal reinforcement（1.4）Connection, top bars template integration Component（1）The wall low level vertical reinforcement of front and rear sides（1.2）, wall high position vertical reinforcement（1.3）, wall horizontal reinforcement （1.4）Between by draw connector（12）, web member reinforcing bar（13）Connection forms framework of steel reinforcement, and framework of steel reinforcement to drawing by connecting Part（12）, web member reinforcing bar（13）With permanent template（1.1）Connection；

Lower layer's steel bar template integrated component（4）With top bars template integrated component（1）Construction it is identical, lower layer's steel Muscle template integrated component（4）Wall low level vertical reinforcement（1.2）, wall high position vertical reinforcement（1.3）With top bars mould Plate integrated component（1）Wall low level vertical reinforcement（1.2）, wall high position vertical reinforcement（1.3）It is staggered in the horizontal direction point Cloth；

The top bars template integrated edge component（2）Including edge member low level vertical reinforcement（2.2）, edge member it is high Position vertical reinforcement（2.3）, edge member horizontal reinforcement（2.4）, edge member low level vertical reinforcement（2.2）With an edge member high position Vertical reinforcement（2.3）It distributes alternately in the horizontal direction, edge member low level vertical reinforcement（2.2）, edge member high position vertical steel Muscle（2.3）Pass through binding or welding manner and edge member horizontal reinforcement（2.4）Connection, top bars template integrated edge structure Part（2）The edge member low level vertical reinforcement of front and rear sides（2.2）, edge member high position vertical reinforcement（2.3）, edge member water Flat reinforcing bar（2.4）Between by draw connector（12）, web member reinforcing bar（13）Connection forms framework of steel reinforcement, and it is right that framework of steel reinforcement passes through Draw connector（12）, web member reinforcing bar（13）With edge member permanent template（2.1）Connection, edge member permanent template（2.1）With Permanent end template（2.5）Connection；

Lower layer's steel bar template integrated edge component（5）With top bars template integrated edge component（2）Construction phase Together, lower layer's steel bar template integrated edge component（5）Edge member low level vertical reinforcement（2.2）, edge member it is high-order vertical Reinforcing bar（2.3）With top bars template integrated edge component（2）Edge member low level vertical reinforcement（2.2）, edge member High-order vertical reinforcement（2.3）It is in staggered distribution in the horizontal direction.

3. concrete shear force wall according to claim 2, it is characterised in that：The wall low level vertical reinforcement（1.2）、 Wall high position vertical reinforcement（1.3）, edge member low level vertical reinforcement（2.2）, edge member high position vertical reinforcement（2.3）Between Shear wall Vertical bar connection connector（10）Using overlapping mode, adjacent two shear wall Vertical bar connection connectors（10） It is in staggered distribution in the vertical direction；Wall horizontal reinforcement（1.4）, edge member horizontal reinforcement（2.4）Between shear wall it is horizontal Steel bar connector（11）Using overlapping mode.

4. concrete shear force wall according to claim 2, it is characterised in that：The web member reinforcing bar（13）It is in vertical direction Continuous S types distribution.

5. concrete shear force wall according to claim 2, it is characterised in that：The wall low level vertical reinforcement（1.2）With Wall high position vertical reinforcement（1.3）Equal length and be all higher than permanent template（1.1）Height；Wall horizontal reinforcement（1.4） Length be more than permanent template（1.1）Width.

6. concrete shear force wall according to claim 2, it is characterised in that：The edge member low level vertical reinforcement （2.2）With edge member high position vertical reinforcement（2.3）Equal length and be all higher than edge member permanent template（2.1）Height Degree；Edge member horizontal reinforcement（2.4）Length be more than edge member permanent template（2.1）Width, the horizontal steel of edge member Muscle（2.4）There is horizontal curved trisection.

7. concrete shear force wall according to claim 2, it is characterised in that：The top bars template integrated component （1）, top bars template integrated edge component（2）, lower layer's steel bar template integrated component（4）With lower layer's steel bar template one Change edge member（5）It is made of prefabrication, in-site installation mode；The upper layer concrete wall（8）And lower-layer concrete Wall（9）It is made of live pour by several times.