CN208486404U - A kind of concrete shear force wall of steel bar template integrative installation technology - Google Patents

A kind of concrete shear force wall of steel bar template integrative installation technology Download PDF

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CN208486404U
CN208486404U CN201821051016.5U CN201821051016U CN208486404U CN 208486404 U CN208486404 U CN 208486404U CN 201821051016 U CN201821051016 U CN 201821051016U CN 208486404 U CN208486404 U CN 208486404U
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wall
template
reinforcement
component
edge member
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钱增志
周大兴
方宏伟
张晓刚
李小波
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China Railway Construction Group Co Ltd
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China Railway Construction Group Co Ltd
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Abstract

The utility model 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 the cavity inside that top bars template integrated component and top bars template integrated edge component are formed is equipped with upper layer concrete wall;Lower layer's steel bar template integrated component is docked with lower layer's steel bar template integrated edge component, and the cavity inside that lower layer's steel bar template integrated component and lower layer's steel bar template integrated edge component are formed is equipped with lower-layer concrete wall;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 utility model 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

A kind of concrete shear force wall of steel bar template integrative installation technology
Technical field
The utility model relates to the concrete structure technique fields in Structural Engineering, it particularly relates to a kind of reinforcing bar mould The concrete shear force wall of plate integrative installation technology.
Background technique
In China, concrete construction generally uses cast-in-place construction technique in terms of main structure construction.This technique it is excellent Point is that integrality performance of the structure is good, excellent earthquake resistance.But it needs to complete a large amount of steel bar meter, binding and mould at the construction field (site) Processes, these processes such as plate installation not only seriously restrict construction speed, but also with the growth of labour cost, entire project is built Being set as this also will increase.In recent years, China's building industrialization is quickly grown, and many new systems occurs in concrete structure, is entered " assembled " stage.Its primary structure system has at present: assembling frame structure, assembly of shear wall structure and assembled frame Frame-cast-in-place shear wall structure etc..Concrete shear wall structure is generallyd use in view of China's house, focuses primarily upon shearing at this stage The research and application of wall construction building industrialization.In this respect, the technical system for putting into practice has assembled integral shear wall knot Structure, superposed type shear wall structure, prefabricated circular hole slab shear wall structure etc..
The appearance of above-mentioned concrete structural system advances building industrialization process to a certain extent, but still exist compared with More shortcomings, up for perfect.For example, technical characterstic is with precast concrete for assembly of integral shearing wall structure The vertical load-bearing and horizontal lateral resistant member, precast concrete shear wall of shear wall and cast-in-place concrete shear wall as structure exist Vertical be in the milk by sleeve connects or starches anchor overlap joint connection.On the one hand, this system there are it is more it is cast-in-place develop simultaneously with prefabricated, work Sequence is not reduced, and is increased instead, does not have advantage in terms of duration and cost;On the other hand, anti-seismic performance is not possible to accomplish and show It is equivalent to pour structure.For superposed type shear wall structure, its main feature is that shear wall through-thickness is divided into three layers, inside and outside two layers pre- It makes, is poured after middle layer.Although this system quick construction, including configuration, the wallboard of outer preform wallboard and adjacent layer not Connection (is also not connected to) up and down including the distribution bar in wallboard.In this way, at the horizontal joint outside its flat shear in plane and plane by Curved effective thickness of wall is greatly decreased.Therefore, the bearing capacity of superposed type shear wall is weaker than stack pile cast-in-place shear wall or other forms Assembled integral shear wall.For prefabricated circular hole slab shear wall structure, its main feature is that vertical cylindrical hole is set in shear wall, After being installed in cylindrical hole casting concrete.Although this system is easy for construction, there is also similar superposed type shear walls The shortcoming of structure.Therefore, exploitation construction efficiency is high and can improve the new industrialization shear wall system of structural seismic performance With important engineering significance.
Utility model content
For above-mentioned technical problem in the related technology, the utility model proposes a kind of the mixed of steel bar template integrative installation technology Solidifying soil shear wall, can overcome the above-mentioned deficiency of the prior art.
To realize the above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of concrete shear force wall of steel bar template integrative installation technology, including top bars template integrated component, lower layer Steel bar template integrated component, top bars template integrated component and top bars template integrated edge component are along level side To docking, top bars template integrated component is equipped with upper layer with the top bars template integrated edge component place of docking and vertically spells The cavity inside that seam, top bars template integrated component and top bars template integrated edge component are formed is equipped with upper layer Concrete wall;
Lower layer's steel bar template integrated component docks in the horizontal direction with lower layer's steel bar template integrated edge component, lower layer Steel bar template integrated component is equipped with the vertical splicing seams of lower layer, lower layer's steel with the steel bar template integrated edge component place of docking of lower layer The cavity inside that muscle template integrated component and lower layer's steel bar template integrated edge component are formed is equipped with lower-layer concrete wall;
Top bars template integrated component, top bars template integrated edge component and lower-layer concrete wall are along perpendicular Histogram is to docking, top bars template integrated component, top bars template integrated edge component and lower-layer concrete wall Horizontal direction splicing seams are equipped at docking;Lower-layer concrete wall is located at below horizontal direction splicing seams.
Further, top bars template integrated component include wall low level vertical reinforcement, wall high position vertical reinforcement, Wall horizontal reinforcement, wall low level vertical reinforcement and wall high position vertical reinforcement distribute alternately in the horizontal direction, and a wall high position is perpendicular It is connect to reinforcing bar, wall horizontal reinforcement by binding or welding manner with wall horizontal reinforcement, top bars template integration structure The wall low level vertical reinforcements of part front and rear sides, wall high position vertical reinforcement, between wall horizontal reinforcement by draw connector, Web member reinforcing bar connects to form framework of steel reinforcement, and framework of steel reinforcement is by connecting drawing connector, web member reinforcing bar with permanent template;
Lower layer's steel bar template integrated component is identical as the construction of top bars template integrated component, lower layer's reinforcing bar The wall of the wall low level vertical reinforcement of template integrated component, wall high position vertical reinforcement and top bars template integrated component Body low level vertical reinforcement, wall high position vertical reinforcement are in staggered distribution in the horizontal direction;
The top bars template integrated edge component includes that edge member low level vertical reinforcement, an edge member high position are perpendicular To reinforcing bar, edge member horizontal reinforcement, edge member low level vertical reinforcement and edge member high position vertical reinforcement are in the horizontal direction It distributes alternately, edge member low level vertical reinforcement, edge member high position vertical reinforcement pass through binding or welding manner and edge structure The connection of part horizontal reinforcement, edge member low level vertical reinforcement, the edge of top bars template integrated edge component front and rear sides By connecting to drawing connector, web member reinforcing bar and to form framework of steel reinforcement between component high position vertical reinforcement, edge member horizontal reinforcement, Framework of steel reinforcement by drawing connector, web member reinforcing bar connects with edge member permanent template, edge member permanent template with permanently End template connection;
Lower layer's steel bar template integrated edge component is identical as the construction of top bars template integrated edge component, Edge member low level vertical reinforcement, edge member high position vertical reinforcement and the upper layer steel of lower layer's steel bar template integrated edge component Edge member low level vertical reinforcement, the edge member high position vertical reinforcement of muscle template integrated edge component are staggered in the horizontal direction Distribution.
Further, wall low level vertical reinforcement, wall high position vertical reinforcement, edge member low level vertical reinforcement, edge Shear wall Vertical bar connection connector between component high position vertical reinforcement uses overlapping mode, and two adjacent shear walls are vertical Steel bar connector is in staggered distribution in the vertical direction;Shear wall water between wall horizontal reinforcement, edge member horizontal reinforcement Flat steel bar connector uses overlapping mode, and two shear wall horizontal reinforcement jointings positioned at same level are not staggered.
Further, the web member reinforcing bar is distributed in vertical direction in continuous S type.
Further, it the equal length of the wall low level vertical reinforcement and wall high position vertical reinforcement and is all larger than permanent The height of template;The length of wall horizontal reinforcement is greater than the width of permanent template.
Further, the equal length of the edge member low level vertical reinforcement and edge member high position vertical reinforcement and Greater than the height of edge member permanent template;The length of edge member horizontal reinforcement is greater than the width of edge member permanent template, Edge member horizontal reinforcement has horizontal curved trisection.
Further, the top bars template integrated component, top bars template integrated edge component, lower layer's steel Muscle template integrated component and lower layer's steel bar template integrated edge component are made of prefabrication, in-site installation mode;Institute Upper layer concrete wall and lower-layer concrete wall is stated to be made of live pour by several times.
The utility model has the beneficial effects that the reinforcing bar and template of 1, shear wall, which form integrated component, carries out integral installation, And template can increase substantially construction efficiency without removing;2, shear wall vertical reinforcement is using overlap joint connection, and connector is staggered cloth It sets, anti-seismic performance is equal to cast-in-place structural;3, wall Forming Quality is excellent, and appearance reaches clear-water concrete effect, can exempt Later period plastering;4, simple structure, convenient for design, processing and installation.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this A little attached drawings obtain other attached drawings.
Fig. 1 is a kind of signal of the concrete shear force wall of steel bar template integrative installation technology described in the utility model embodiment Figure;
Fig. 2 is A-A cross-sectional view shown in FIG. 1;
Fig. 3 is B-B cross-sectional view shown in FIG. 1;
Fig. 4 is C-C cross-sectional view shown in FIG. 1;
Fig. 5 is D-D cross-sectional view shown in FIG. 1;
Fig. 6 is the positive elevational schematic view of top bars template integrated component 1 shown in FIG. 1;
Fig. 7 is the positive elevational schematic view of top bars template integrated edge component 2 shown in FIG. 1;
Fig. 8 is the floor map of top bars template integrated component 1 shown in fig. 6;
Fig. 9 is the floor map of top bars template integrated edge component 2 shown in Fig. 7;
Figure 10 is E-E cross-sectional view shown in Fig. 8;
Figure 11 is F-F cross-sectional view shown in Fig. 9.
In figure: 1, top bars template integrated component;1.1, permanent template;1.2, wall low level vertical reinforcement, 1.3, Wall high position vertical reinforcement, 1.4, wall horizontal reinforcement;2, top bars template integrated edge component;2.1, edge member is forever Long template;2.2, edge member low level vertical reinforcement;2.3, edge member high position vertical reinforcement;2.4, the horizontal steel of edge member Muscle;2.5, permanent end template;3, the vertical splicing seams in upper layer;4, lower layer's steel bar template integrated component;5, lower layer's steel bar template Integrated edge component;6, the vertical splicing seams of lower layer;7, horizontal direction splicing seams;8, upper layer concrete wall;9, lower-layer concrete Wall;10, shear wall Vertical bar connection connector;11, shear wall horizontal reinforcement jointing;12, to drawing connector;13, abdomen Bar reinforcing bar.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to In the range of the utility model protection.
As shown in figs. 1-11, a kind of concrete of steel bar template integrative installation technology according to the utility model embodiment Shear wall, including top bars template integrated component 1, lower layer's steel bar template integrated component 4, top bars template integration Component 1 docks in the horizontal direction with top bars template integrated edge component 2, and the vertical splicing seams 3 in upper layer are formed at docking, on Layer steel bar template integrated component 1 is equipped with upper layer coagulation with the cavity inside that top bars template integrated edge component 2 is formed Cob wall body 8;Lower layer's steel bar template integrated component 4 docks in the horizontal direction with lower layer steel bar template integrated edge component 5, right The place of connecing forms the vertical splicing seams 6 of lower layer, lower layer's steel bar template integrated component 4 and lower layer's steel bar template integrated edge component 5 The cavity inside of formation is equipped with lower-layer concrete wall 9;Top bars template integrated component 1, top bars template integration Edge member 2 docks along the vertical direction with lower-layer concrete wall 9, and horizontal direction splicing seams 7 are formed at docking;Lower-layer concrete wall Body 9 is located at 7 lower section of horizontal direction splicing seams.
Top bars template integrated component 1 includes wall low level vertical reinforcement 1.2, wall high position vertical reinforcement 1.3, wall Body horizontal reinforcement 1.4, wall low level vertical reinforcement 1.2 and wall high position vertical reinforcement 1.3 distribute alternately in the horizontal direction, wall High-order vertical reinforcement 1.3, wall horizontal reinforcement 1.4 are connect by binding or welding manner with wall horizontal reinforcement 1.4, upper layer steel Wall low level vertical reinforcement 1.2, wall high position vertical reinforcement 1.3, the horizontal steel of wall of 1 front and rear sides of muscle template integrated component By the way that drawing connector 12, the connection of web member reinforcing bar 13 to form framework of steel reinforcement, framework of steel reinforcement passes through to drawing connector between muscle 1.4 12, web member reinforcing bar 13 is connect with permanent template 1.1;The structure integrated with top bars template of lower layer's steel bar template integrated component 4 The construction of part 1 is identical, wall low level vertical reinforcement 1.2, the wall high position vertical reinforcement of lower layer's steel bar template integrated component 4 1.3 with the wall low level vertical reinforcement 1.2 of top bars template integrated component 1, wall high position vertical reinforcement 1.3 in level side To being in staggered distribution.
Top bars template integrated edge component 2 is perpendicular including edge member low level vertical reinforcement 2.2, an edge member high position To reinforcing bar 2.3, edge member horizontal reinforcement 2.4, edge member low level vertical reinforcement 2.2 and edge member high position vertical reinforcement 2.3 distribute alternately in the horizontal direction, and edge member low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3 pass through binding Or welding manner is connect with edge member horizontal reinforcement 2.4, the edge of 2 front and rear sides of top bars template integrated edge component Component low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3, between edge member horizontal reinforcement 2.4 by the company of drawing Fitting 12, the connection of web member reinforcing bar 13 form framework of steel reinforcement, and framework of steel reinforcement passes through to drawing connector 12, web member reinforcing bar 13 and edge structure Part permanent template 2.1 connects, and edge member permanent template 2.1 is connect with permanent end template 2.5;Lower layer's steel bar template integration Edge member 5 is identical as the construction of top bars template integrated edge component 2, lower layer's steel bar template integrated edge component 5 Edge member low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3 and top bars template integrated edge component 2 edge member low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3 are in staggered distribution in the horizontal direction.Web member reinforcing bar 13 are distributed in vertical direction in continuous S type.
Wall low level vertical reinforcement 1.2, wall high position vertical reinforcement 1.3, edge member low level vertical reinforcement 2.2, edge Shear wall Vertical bar connection connector 10 between component high position vertical reinforcement 2.3 uses overlapping mode, two adjacent shearings Wall Vertical bar connection connector 10 is in staggered distribution in the vertical direction;Wall horizontal reinforcement 1.4, edge member horizontal reinforcement 2.4 Between shear wall horizontal reinforcement jointing 11 use overlapping mode, positioned at two shear wall horizontal reinforcements of same level Jointing 11 is not staggered.It the equal length of wall low level vertical reinforcement 1.2 and wall high position vertical reinforcement 1.3 and is all larger than forever The height of long template 1.1;The length of wall horizontal reinforcement 1.4 is greater than the width of permanent template 1.1.Edge member low level vertical steel The equal length of muscle 2.2 and edge member high position vertical reinforcement 2.3 and the height for being all larger than edge member permanent template 2.1;Side The length of edge modular level reinforcing bar 2.4 is greater than the width of edge member permanent template 2.1, and edge member horizontal reinforcement 2.4 has water Flat bending segment.
Top bars template integrated component 1, top bars template integrated edge component 2, lower layer's steel bar template one Change component 4 and lower layer's steel bar template integrated edge component 5 to be made of prefabrication, in-site installation mode;The upper layer is mixed Solidifying cob wall body 8 and lower-layer concrete wall 9 are poured by several times using scene to be made.
In order to facilitate the above-mentioned technical proposal for understanding the utility model, below by way of practical new to this in specifically used mode The above-mentioned technical proposal of type is described in detail.
It is first that wall low level vertical reinforcement 1.2, wall is high-order vertical when processing top bars template integrated component 1 Reinforcing bar 1.3, wall horizontal reinforcement 1.4, to drawing, connector 12 and web member reinforcing bar 13 are connected by binding or welded connecting forms steel Tendons skeleton.Then it puts it in die station, the one side of permanent template 1.1 is poured using high-strength concrete.When template strength is enough When, the reversion of entire component is put into another, high-strength concrete has been used to pour in the die station of 1.1 another side of permanent template (initial set Preceding completion).When the intensity of template is enough, entire top bars template integrated component 1 can be lifted by crane from die station, be placed in Storage area.When processing top bars template integrated edge component 2, machine-shaping permanent end template 2.5 first.Then by side Edge component low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3, edge member horizontal reinforcement 2.4, to draw connector 12 and web member reinforcing bar 13 by binding connection or be welded to connect form framework of steel reinforcement.Later by framework of steel reinforcement and permanent end template 2.5 are put into die station, and the one side of edge member permanent template 2.1 is poured using high-strength concrete.It, will when template strength is enough Entire component reversion is put into another and high-strength concrete has been used to pour in the die station of 2.1 another side of edge member permanent template (being completed before initial set).It, can be by entire top bars template integrated edge component 2 from die station when the intensity of template is enough It hangs, is placed in storage area.Lower layer's steel bar template integrated component 4 and lower layer's steel bar template one can be completed using same technique Body edge member 5.
When site operation, lower layer's steel bar template integrated component 4 is installed first, then from top under the lifting of corresponding position Layer steel bar template integrated edge component 5.Integrated component is fixed with bearing diagonal.Lower layer is blocked using grouting material vertically to splice Seam 6.It is poured in the cavity inside that lower layer's steel bar template integrated component 4 is formed with lower layer steel bar template integrated edge component 5 Concrete to floor top surface forms lower-layer concrete wall 9.When 9 intensity of lower-layer concrete wall is enough, top bars are installed Then template integrated component 1 lifts top bars template integrated edge component 2 from top in corresponding position.Equally, with oblique Integrated component is fixed in support.The vertical splicing seams 3 in upper layer and horizontal direction splicing seams 7 are blocked using using grouting material.On upper layer The cavity inside casting concrete that steel bar template integrated component 1 and top bars template integrated edge component 2 are formed is to building Plate top surface forms lower-layer concrete wall 8.
In conclusion the reinforcing bar of shear wall and template can be made to form one by means of the above-mentioned technical proposal of the utility model Body component carries out integral installation, and template can increase substantially construction efficiency, form the anti-seismic performance etc. of wall without removing It is same as cast-in-place structural.As other types concrete structure, reinforcing bar and template form integrative installation technology see also using.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection scope within.

Claims (6)

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) and top bars template one Change edge member (2) to dock in the horizontal direction, top bars template integrated component (1) and top bars template integrated edge The vertical splicing seams in upper layer (3), top bars template integrated component (1) and top bars template one are equipped at component (2) docking The cavity inside that body edge member (2) is formed is equipped with upper layer concrete wall (8);
Lower layer's steel bar template integrated component (4) docks in the horizontal direction with lower layer's steel bar template integrated edge component (5), under Layer steel bar template integrated component (4) is equipped with lower layer with steel bar template integrated edge component (5) place of docking of lower layer and vertically splices It stitches (6), the cavity inside that lower layer's steel bar template integrated component (4) and lower layer's steel bar template integrated edge component (5) are formed Equipped with lower-layer concrete wall (9);
Top bars template integrated component (1), top bars template integrated edge component (2) and lower-layer concrete wall (9) it docks along the vertical direction, top bars template integrated component (1), top bars template integrated edge component (2) are under Horizontal direction splicing seams (7) are equipped at layer concrete wall (9) docking;Lower-layer concrete wall (9) is located 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 It (1) include 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) and wall high position vertical reinforcement (1.3) distribute alternately in the horizontal direction, wall high position vertical reinforcement (1.3), Wall horizontal reinforcement (1.4) is connect by binding or welding manner with wall horizontal reinforcement (1.4), top bars template integration Wall low level vertical reinforcement (1.2), the wall high position vertical reinforcement (1.3), wall horizontal reinforcement of component (1) front and rear sides (1.4) by the way that drawing connector (12), web member reinforcing bar (13) connection to form framework of steel reinforcement, framework of steel reinforcement is by connecting drawing between Part (12), web member reinforcing bar (13) are connect with permanent template (1.1);
Lower layer's steel bar template integrated component (4) is identical as the construction of top bars template integrated component (1), lower layer's steel Wall low level vertical reinforcement (1.2), wall high position vertical reinforcement (1.3) and the top bars mould of muscle template integrated component (4) Wall low level vertical reinforcement (1.2), the wall high position vertical reinforcement (1.3) of plate integrated component (1) are staggered point in the horizontal direction Cloth;
The top bars template integrated edge component (2) includes edge member low level vertical reinforcement (2.2), edge member height Position vertical reinforcement (2.3), edge member horizontal reinforcement (2.4), edge member low level vertical reinforcement (2.2) and edge member are high-order Vertical reinforcement (2.3) distributes alternately in the horizontal direction, edge member low level vertical reinforcement (2.2), edge member high position vertical steel Muscle (2.3) is connect by binding or welding manner with edge member horizontal reinforcement (2.4), top bars template integrated edge structure Edge member low level vertical reinforcement (2.2), the edge member high position vertical reinforcement (2.3), edge member water of part (2) front and rear sides By to drawing connector (12), web member reinforcing bar (13) connection to form framework of steel reinforcement between flat reinforcing bar (2.4), framework of steel reinforcement by pair Draw connector (12), web member reinforcing bar (13) to connect with edge member permanent template (2.1), edge member permanent template (2.1) and Permanent end template (2.5) connection;
The construction phase of lower layer's steel bar template integrated edge component (5) and top bars template integrated edge component (2) Together, the edge member low level vertical reinforcement (2.2) of lower layer's steel bar template integrated edge component (5), edge member are high-order vertical Edge member low level vertical reinforcement (2.2), the edge member of reinforcing bar (2.3) and top bars template integrated edge component (2) High-order vertical reinforcement (2.3) 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), between edge member high position vertical reinforcement (2.3) Shear wall Vertical bar connection connector (10) use overlapping mode, two adjacent shear wall Vertical bar connection connectors (10) It is in staggered distribution in the vertical direction;Shear wall between wall horizontal reinforcement (1.4), edge member horizontal reinforcement (2.4) is horizontal Steel bar connector (11) uses overlapping mode.
4. concrete shear force wall according to claim 2, it is characterised in that: the web member reinforcing bar (13) is in vertical direction Continuous S type distribution.
5. concrete shear force wall according to claim 2, it is characterised in that: the wall low level vertical reinforcement (1.2) and The equal length of wall high position vertical reinforcement (1.3) and the height for being all larger than permanent template (1.1);Wall horizontal reinforcement (1.4) Length be greater 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) and the equal length of edge member high position vertical reinforcement (2.3) and the height for being all larger than edge member permanent template (2.1) Degree;The length of edge member horizontal reinforcement (2.4) is greater than the width of edge member permanent template (2.1), the horizontal steel of edge member Muscle (2.4) has horizontal curved trisection.
CN201821051016.5U 2018-07-03 2018-07-03 A kind of concrete shear force wall of steel bar template integrative installation technology Active CN208486404U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441509A (en) * 2020-04-07 2020-07-24 三一筑工科技有限公司 Production method of vertical joint bar structure with heat-insulation cavity shear wall
CN111441510A (en) * 2020-04-07 2020-07-24 三一筑工科技有限公司 Vertical dowel bar structure of cavity shear wall and production method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441509A (en) * 2020-04-07 2020-07-24 三一筑工科技有限公司 Production method of vertical joint bar structure with heat-insulation cavity shear wall
CN111441510A (en) * 2020-04-07 2020-07-24 三一筑工科技有限公司 Vertical dowel bar structure of cavity shear wall and production method thereof

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