CN108678220A - 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 PDFInfo
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- CN108678220A CN108678220A CN201810719818.7A CN201810719818A CN108678220A CN 108678220 A CN108678220 A CN 108678220A CN 201810719818 A CN201810719818 A CN 201810719818A CN 108678220 A CN108678220 A CN 108678220A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 83
- 239000010959 steel Substances 0.000 title claims abstract description 83
- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 238000009434 installation Methods 0.000 title claims abstract description 19
- 238000005516 engineering process Methods 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 146
- 230000003014 reinforcing effect Effects 0.000 claims description 29
- 238000009826 distribution Methods 0.000 claims description 10
- 210000003205 muscle Anatomy 0.000 claims description 10
- 238000003032 molecular docking Methods 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 6
- 230000010354 integration Effects 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000008859 change Effects 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 238000012545 processing Methods 0.000 abstract description 4
- 238000013461 design Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 239000011372 high-strength concrete Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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
Technical field
The present invention relates to the concrete structure technique fields in Structural Engineering, it particularly relates to a kind of steel bar template one
The concrete shear force wall of bodyization installation.
Background technology
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 can also increase.In recent years, China's building industrialization is quickly grown, and many new systems occurs in concrete structure, enters
" 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 generally used 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, for assembly of integral shearing wall structure, technical characterstic is with precast concrete
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
It is vertically in the milk by sleeve and connects or starch 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 there is no method 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（It 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 installation is complete 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.
Invention content
For above-mentioned technical problem in the related technology, the present invention proposes a kind of concrete of steel bar template integrative installation technology
Shear wall can overcome the above-mentioned deficiency of the prior art.
To realize the above-mentioned technical purpose, the technical proposal of the invention is realized in this way：
A kind of concrete shear force wall of steel bar template integrative installation technology, including top bars template integrated component, lower layer's reinforcing bar
Template integrated component, top bars template integrated component and top bars template integrated edge component are right in the horizontal direction
It connects, top bars template integrated component vertically splices with the top bars template integrated edge component place of docking equipped with upper layer
Seam, the cavity inside that top bars template integrated component is formed with top bars template integrated edge component are mixed equipped with upper layer
Solidifying cob wall body；
Lower layer's steel bar template integrated component docks in the horizontal direction with lower layer steel bar template integrated edge component, lower layer's reinforcing bar
Template integrated component is equipped with the vertical splicing seams of lower layer, lower layer's reinforcing bar mould with the steel bar template integrated edge component place of docking of lower layer
Plate integrated component and the cavity inside of lower layer's steel bar template integrated edge component formation are equipped with lower-layer concrete wall；
Top bars template integrated component, top bars template integrated edge component and lower-layer concrete wall are along vertical side
To docking, top bars template integrated component, top bars template integrated edge component are docked with lower-layer concrete wall
Place is equipped with horizontal direction splicing seams；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 with wall horizontal reinforcement by binding or welding manner, top bars template integration structure
Between the wall low level vertical reinforcements of part front and rear sides, wall high position vertical reinforcement, wall horizontal reinforcement by draw connector,
Web member bar connecting forms framework of steel reinforcement, and framework of steel reinforcement passes through to drawing connector, web member reinforcing bar to be connect 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 steel bar template
Wall low level vertical reinforcement, the wall high position vertical reinforcement of integrated component are low with the wall of top bars template integrated component
Position vertical reinforcement, wall high position vertical reinforcement are in staggered distribution in the horizontal direction；
The top bars template integrated edge component includes edge member low level vertical reinforcement, edge member high position vertical steel
Muscle, edge member horizontal reinforcement, edge member low level vertical reinforcement and edge member high position vertical reinforcement are alternate in the horizontal direction
Distribution, edge member low level vertical reinforcement, edge member high position vertical reinforcement pass through binding or welding manner and edge member water
Flat bar connecting, edge member low level vertical reinforcement, the edge member of top bars template integrated edge component front and rear sides
By to drawing connector, web member bar connecting to form framework of steel reinforcement, reinforcing bar between high-order vertical reinforcement, edge member horizontal reinforcement
Skeleton is by connecting drawing connector, web member reinforcing bar with edge member permanent template, edge member permanent template and permanent end
Template connects；
Lower layer's steel bar template integrated edge component is identical as the construction of top bars template integrated edge component, lower layer
Edge member low level vertical reinforcement, edge member high position vertical reinforcement and the top bars mould of steel bar template integrated edge component
Edge member low level vertical reinforcement, the edge member high position vertical reinforcement of plate integrated edge component are staggered point in the horizontal direction
Cloth.
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, adjacent two shear walls 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, two shear wall horizontal reinforcement jointings positioned at same level not to be staggered.
Further, the web member reinforcing bar is distributed in vertical direction in continuous S types.
Further, it the equal length of the wall low level vertical reinforcement and wall high position vertical reinforcement and is all higher than permanent
The height of template；The length of wall horizontal reinforcement is more 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
More than the height of edge member permanent template；The length of edge member horizontal reinforcement is more 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.
Beneficial effects of the present invention：1, the reinforcing bar of shear wall and template form integrated component and carry out integral installation, and mould
Plate can increase substantially construction efficiency without removing；2, shear wall vertical reinforcement is connected using overlap joint, and connector is staggeredly arranged,
Its 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 the later stage
Plastering；4, simple structure, convenient for design, processing and installation.
Description of the drawings
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of schematic diagram of the concrete shear force wall of steel bar template integrative installation technology described in the embodiment of the present invention；
Fig. 2 is A-A sectional views shown in FIG. 1；
Fig. 3 is B-B sectional views shown in FIG. 1；
Fig. 4 is C-C sectional views shown in FIG. 1；
Fig. 5 is D-D sectional views 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 sectional views shown in Fig. 8；
Figure 11 is F-F sectional views 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 implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained belong to what the present invention protected
Range.
As shown in figs. 1-11, the concrete shear of a kind of steel bar template integrative installation technology according to embodiments of the present invention
Wall, including top bars template integrated component 1, lower layer's steel bar template integrated component 4, top bars template integrated component
1 docks in the horizontal direction with top bars template integrated edge component 2, and the vertical splicing seams 3 in upper layer, upper layer steel are formed at docking
Muscle template integrated component 1 is equipped with upper layer concrete walls with the cavity inside that top bars template integrated edge component 2 is formed
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, at docking
Form the vertical splicing seams 6 of lower layer, lower layer's steel bar template integrated component 4 and the formation of lower layer's steel bar template integrated edge component 5
Cavity inside be equipped with lower-layer concrete wall 9；Top bars template integrated component 1, top bars template integrated edge
Component 2 is vertically docked with lower-layer concrete wall 9, and horizontal direction splicing seams 7 are formed at docking；Lower-layer concrete wall 9
Positioned 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；4 structure integrated with top bars template of lower layer's steel bar template integrated component
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
By to the company of drawing between component low level vertical reinforcement 2.2, edge member high position vertical reinforcement 2.3, edge member horizontal reinforcement 2.4
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 types.
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, adjacent two 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, be located at same level two shear wall horizontal reinforcements
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 higher than forever
The height of long template 1.1；The length of wall horizontal reinforcement 1.4 is more 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 higher than edge member permanent template 2.1；Side
The length of edge modular level reinforcing bar 2.4 is more 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 using scene and are made by several times.
In order to facilitate understand the present invention above-mentioned technical proposal, below by way of in specifically used mode to the present invention it is above-mentioned
Technical solution 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 connect or are welded to connect to form steel to drawing connector 12 and web member reinforcing bar 13 by binding
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 positioned over
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 connected by binding or be welded to connect and to 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
（It is completed before pre-hardening）.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 positioned over 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, under then being lifted from top in 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
Template integrated component 1, then from top in corresponding position lifting top bars template integrated edge component 2.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 by means of the above-mentioned technical proposal of the present invention, the reinforcing bar of shear wall and template can be made to form integration
Component carries out integral installation, and template can increase substantially construction efficiency, the anti-seismic performance for forming wall is equal to without removing
Cast-in-place structural.As other types concrete structure, reinforcing bar and template form integrative installation technology and also can refer to use.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
With within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention god.
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810719818.7A CN108678220B (en) | 2018-07-03 | 2018-07-03 | Concrete shear wall with integrally installed reinforcing steel bar templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810719818.7A CN108678220B (en) | 2018-07-03 | 2018-07-03 | Concrete shear wall with integrally installed reinforcing steel bar templates |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108678220A true CN108678220A (en) | 2018-10-19 |
| CN108678220B CN108678220B (en) | 2023-12-19 |
Family
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| CN109881785A (en) * | 2019-03-09 | 2019-06-14 | 中铁建设集团有限公司 | A kind of steel bar template integrated wall and coupling beam mechanical connection construction and installation method |
| CN110029836A (en) * | 2019-05-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
| CN110056091A (en) * | 2019-03-09 | 2019-07-26 | 中铁建设集团有限公司 | A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method |
| CN110258859A (en) * | 2019-08-02 | 2019-09-20 | 三一筑工科技有限公司 | Assembling type steel structure shear wall with short piers and low residential building |
| CN110990937A (en) * | 2019-12-25 | 2020-04-10 | 中铁建设集团有限公司 | Method for creating integrated wall component model with hole based on steel bar formwork |
| CN111894205A (en) * | 2020-07-31 | 2020-11-06 | 上海宝冶集团有限公司 | Construction method for separating one from another for vertical steel bars of shear wall |
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| CN110990937B (en) * | 2019-12-25 | 2024-03-08 | 中铁建设集团有限公司 | Method for creating integrated wall component model with hole based on reinforcing steel bar template |
| CN111894205A (en) * | 2020-07-31 | 2020-11-06 | 上海宝冶集团有限公司 | Construction method for separating one from another for vertical steel bars of shear wall |
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| CN108678220B (en) | 2023-12-19 |
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