CN207892085U - A kind of embedded reinforcing bar type level splicing shear wall - Google Patents
A kind of embedded reinforcing bar type level splicing shear wall Download PDFInfo
- Publication number
- CN207892085U CN207892085U CN201820010203.2U CN201820010203U CN207892085U CN 207892085 U CN207892085 U CN 207892085U CN 201820010203 U CN201820010203 U CN 201820010203U CN 207892085 U CN207892085 U CN 207892085U
- Authority
- CN
- China
- Prior art keywords
- wall
- plate
- rib
- intermediate plate
- lower wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 238000003032 molecular docking Methods 0.000 claims abstract description 13
- 238000003466 welding Methods 0.000 claims abstract description 10
- 239000004567 concrete Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 17
- 238000010008 shearing Methods 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 238000007596 consolidation process Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
This application involves a kind of embedded reinforcing bar type levels to splice shear wall, belongs to the special wall structure technical field of buildings in general.Including upper wall, lower wall and middle pectoral plate, intermediate plate and rib are both provided in upper wall, lower wall, rib is arranged more, and is installed on intermediate plate；Middle pectoral plate is connected between wall and lower wall, and with angle steel respectively with the end rib at upper wall connecting end, lower wall connecting end end rib on, that is, realize upper wall and lower wall it is horizontal dock after, the Welding flat steel on the rib of docking site.The application is applied to the splicing of embedded reinforcing bar type shear wall, has on-site consolidation precision high, error is small；Splicing construction intensity is high, and shearing resistance, antitorque, anti-bending strength is good, while also having many advantages, such as preferable anti-seismic performance.
Description
Technical field
This application involves a kind of embedded reinforcing bar type levels to splice shear wall, belongs to the special wall structure skill of buildings in general
Art field.
Background technology
With the fast development of China's economy, society and Urbanization Construction, construction industry is from traditional construction pattern to industrialization
Mode of construction transition and upgrade.Building industrialization is using factorial praluction, and the build model of prefabricated construction overcomes tradition and builds
The drawbacks of modeling formula, effectively improves architecture production efficiency, improves structural safety performance, and energy-saving and emission-reduction improve resource utilization, drop
Low construction cost.
Currently, China's housing industry shear wall structure form is broadly divided into two classes：When reinforced concrete shear wall, two
It is reinforcing bar compound shear wall.Reinforced concrete shear wall assembled technology developed at present it is more mature, it is in all parts of the country also built
Make more demonstration projects；And the development of reinforcing bar compound shear wall structural system is still in the starting stage.Reinforcing bar compound shear wall and biography
System reinforced concrete shear wall stress form has an essential difference, and reinforcing bar is for bar splicing, complex process, quality
The drawbacks such as it is poor to ensure, precision is difficult to control, low construction efficiency, and cost is higher.
Based on this, the application is made.
Utility model content
For the drawbacks described above in the presence of existing embedded reinforcing bar type shear wall overlap joint, the application provides a kind of embedded reinforcing bar
The horizontal joining method of shear wall, the program effectively solve above-mentioned drawback, and convenient and quick construction, bonding strength is high, securely and reliably,
Live wet-less operation really realizes high assembly rate, efficiently constructs, is environmentally protective.
To achieve the above object, the technical solution that the application takes is as follows：
A kind of embedded reinforcing bar type level splicing shear wall, including upper wall, lower wall and middle pectoral plate, upper wall, lower wall
It is both provided with intermediate plate and rib in vivo, rib is arranged more, and is installed on intermediate plate；Middle pectoral plate be connected to wall and
Between lower wall, and with angle steel respectively with the end rib at upper wall connecting end, lower wall connecting end end rib on, i.e., in fact
After now upper wall is docked with the level of lower wall, the Welding flat steel on the rib of docking site, as embedded reinforcing bar type shear wall
Horizontal splicing.
Further, as preferred：
The upper wall is by intermediate plate one, floor one and to pour in the concrete of intermediate plate one and one periphery of floor
It constitutes, and intermediate plate one is arranged along the short transverse of upper wall, floor one is mounted on intermediate plate one；Floor one and intermediate plate one
The reinforcing bar part of wall in formation, it is ensured that the stability and accuracy of this construction.
The lower wall is by intermediate plate two, floor two and to pour in the concrete of intermediate plate two and two periphery of floor
It constitutes, and intermediate plate two is arranged along the short transverse of lower wall, floor two is mounted on intermediate plate two；Floor two and intermediate plate two
Form the reinforcing bar part of lower wall, it is ensured that the stability and accuracy of this construction.
The middle pectoral plate includes upper junction plate and lower connecting plate, and upper junction plate is located at the connecting pin of upper wall, and
It is located in angle steel one on the end rib at upper wall connecting end；Screw rod is arranged in upper junction plate side, which is connected to wall
Between body and lower wall；Lower connecting plate is located at the connecting pin of lower wall, and the end at lower wall connecting end is located in angle steel two
On portion's rib；Angle steel one, angle steel two and twin fillet wolt welding at rib positioning, completion upper junction plate and lower connecting plate are consolidated
It is fixed, that is, realize the connection of middle pectoral plate and upper wall, middle pectoral plate and lower wall.Upper junction plate and lower connecting plate form split type
The middle pectoral plate of structure then can be assembled and fixed respectively with after upper wall, lower wall connecting.
In building process, first the i.e. upper wall of two shear walls that need to be docked and lower wall respectively will according to the method described above
Upper junction plate is fixed by angle steel one, angle steel two or similar fastener using high-strength bolt or similar connector with lower connecting plate
Good, upper junction plate is fixed at upper wall connecting end, and lower connecting plate is fixed at lower wall connecting end；By two shearings of upper wall and lower wall
Wall is docking together, and docking site is positioned by angle steel or similar fastener, and solid using high-strength bolt or similar connector
It is scheduled on together, docking site is all made of twin fillet wolt and welds together.Then, it is welded on the floor of two wall docking sites
Band steel is connect, band steel size, intensity, spacing etc. are identical with the band steel in wall.After the completion of welding, installed in docking site
Template, live poured concrete, concrete strength need to a labels higher than walls concrete intensity.The stipulated time is conserved, is removed
Template, assembling construction are completed.
Wherein：Middle pectoral plate is divided into upper and lower two pieces, and one piece is mounted on a top half for going up wall, i.e. upper junction plate,
One lower half portion for being mounted on lower wall, i.e. lower connecting plate, the edge prepared screw-bolt hole of middle pectoral plate, bolt hole displacement
It needs just corresponding with the shank of bolt reserved on the floor of shear wall end.Middle pectoral plate is using positioning angle steel, and Primary Location is in shear wall
On the floor of end, angle steel prepared screw-bolt hole is positioned, is bolted and navigates to middle pectoral plate on the floor of shear wall end.It is fixed
After position is good, middle pectoral plate is welded on the floor of shear wall end using twin fillet wolt.Lower half block middle pectoral plate connecting plate
One block of steel plate is welded on top, for upper bottom web connecting plate, the two half block web up and down of later stage welding, centre by this block above and below
Web connecting plate welds together.
Compared with prior art, advantage and effect possessed by the application are summarized as follows：
（1）Compared with existing connecting structure, assembled flow of constructing is convenient and efficient, effectively improves construction efficiency；
（2）On-site consolidation precision is high, and error is small；
（3）Joining quality is easily controllable, ensures splicing position intensity requirement, and the splicing construction intensity is high, shearing resistance resists
Torsion, anti-bending strength are good, while also having preferable anti-seismic performance；
（4）Construct it is easy to process simple, it is at low cost.
Description of the drawings
Fig. 1 is the structural schematic diagram of the application faced wall；
Fig. 2 is the structural schematic diagram of wall section one in Fig. 1；
Fig. 3 is the structural schematic diagram of wall section two in Fig. 1；
Fig. 4 is the directions D-D view in Fig. 1；
Fig. 5 is the directions A-A view in Fig. 1；
Fig. 6 is the directions B-B view in Fig. 2；
Fig. 7 is the directions C-C view in Fig. 3.
Wherein label：Wall on 1.；11. intermediate plate one；12. floor one；2. fastener；3. upper junction plate；31.
Angle steel one；5. band steel；6. lower wall；61. intermediate plate two；62. floor two；7. lower connecting plate；71. angle steel two.
Specific implementation mode
Embodiment 1
A kind of embedded reinforcing bar type level of the present embodiment splices shear wall, in conjunction with Fig. 1 and Fig. 4, Fig. 5, including upper wall 1, under
Wall 6 and middle pectoral plate are both provided with intermediate plate and rib in upper wall 1, lower wall 6, rib is arranged more, and are installed on
Between on plate；Middle pectoral plate is connected between wall 1 and lower wall 6, and with the angle steel end rib with 1 connecting pin of upper wall respectively
Item, 6 connecting pin of lower wall end rib on, that is, realize upper wall 1 and lower wall 6 it is horizontal dock after, in docking site
The horizontal splicing for embedding reinforcing bar type shear wall is completed in Welding flat steel 5 on rib, cast-in-place concrete.
To realize that more using effects, said program can also add as follows：
In conjunction with Fig. 2 and Fig. 6, upper wall 1 is by intermediate plate 1, floor 1 and to pour in intermediate plate 1 and floor
The concrete of one 12 peripheries is constituted, and intermediate plate 1 is arranged along the short transverse of upper wall 1, and floor 1 is mounted on intermediate plate
On one 11；Floor 1 and intermediate plate 1 form the reinforcing bar part of upper wall 1, it is ensured that stability of this construction and accurate
Property.It is furthermore preferred that the upper junction plate 3 in middle pectoral plate is fixed with the floor one at 1 connecting pin of upper wall.
To realize that more using effects, said program can also add as follows：
In conjunction with Fig. 3 and Fig. 7, lower wall 6 is by intermediate plate 2 61, floor 2 62 and to pour in intermediate plate 2 61 and floor
The concrete of 2 62 peripheries is constituted, and intermediate plate 2 61 is arranged along the short transverse of lower wall 6, and floor 2 62 is mounted on intermediate plate
On 2 61；Floor 2 62 and intermediate plate 2 61 form the reinforcing bar part of lower wall 6, it is ensured that stability of this construction and accurate
Property.It is furthermore preferred that the lower connecting plate 7 of middle pectoral plate is fixed with the floor two at lower 6 connecting pin of wall.
To realize that more using effects, said program can also add as follows：It is intermediate in conjunction with Fig. 1 and Fig. 5
Web includes upper junction plate 3 and lower connecting plate 7, and upper junction plate 3 is located at the connecting pin of upper wall 1, and is positioned with angle steel 1
On the end rib of 1 connecting pin of upper wall；Lower connecting plate 7 is located at the connecting pin of lower wall 6, and is located in angle steel 2 71
On the end rib of lower 6 connecting pin of wall；Angle steel 1, angle steel 2 71 and twin fillet wolt at rib positioning weld, in completion
The connection of middle pectoral plate and upper wall 1, middle pectoral plate and lower wall 6 is realized in the fixation of connecting plate 3 and lower connecting plate 7.Upper company
Fishplate bar 3 and lower connecting plate 7 form the middle pectoral plate of split structure, after being connect respectively with upper wall 1, lower wall 6, then carry out
It assembles and fixed.
During assembly, first the i.e. upper wall 1 of need to dock two shear walls and lower wall 6 are distinguished according to the method described above
Upper junction plate 3 is passed through into angle steel 1, angle steel 2 71 or similar fastener 2 use high-strength bolt or similar company with lower connecting plate 7
Fitting fixes, and upper junction plate 3 is fixed in 1 connecting pin of upper wall, and lower connecting plate 7 is fixed in lower 6 connecting pin of wall；By upper wall 1 with
6 two shear walls of lower wall are docking together, and docking site is positioned by angle steel or similar fastener, and uses high-strength bolt
Or similar connector is fixed together, docking site is all made of twin fillet wolt and welds together.Then, it is docked in two walls
Welding flat steel 5 on the floor at position, 5 size of band steel, intensity, spacing etc. are identical with the band steel in wall.Welding is completed
Afterwards, in docking site supporting module, live poured concrete, concrete strength need to a label higher than walls concrete intensity.
Stipulated time, form removal are conserved, assembling construction is completed.Wherein：
Middle pectoral plate is divided into upper and lower two pieces, one piece of top half for being mounted on a upper wall, i.e. upper junction plate 3, one
Mounted on the lower half portion of lower wall, i.e. lower connecting plate 7, the edge prepared screw-bolt hole of middle pectoral plate, bolt hole displacement
It is just corresponding with the shank of bolt reserved on the floor of shear wall end.
For middle pectoral plate using positioning angle steel, Primary Location positions angle steel prepared screw-bolt hole on the floor of shear wall end, leads to
It crosses to be bolted and navigates to middle pectoral plate on the floor of shear wall end.After having good positioning, using twin fillet wolt by middle pectoral plate
It is welded on the floor of shear wall end.One block of steel plate is welded on the top of lower half block middle pectoral plate connecting plate, is connected for upper bottom web
Plate, the two half block web up and down of later stage welding, centre is welded together by bottom web connecting plate on this block.Specifically, angle
Steel 1 reserves the bolt hole of oblong, and will be upper in middle pectoral plate by high-strength bolt connection thereon as positioning angle steel
Connecting plate 3 is fixed on 1 end floor of upper wall；It is solid that lower wall 6 is then used as fastener 2 by angle steel 2 71 using high-strength bolt
It is scheduled on the shear wall end floor 2 62.
The above content is the preferred embodiments of combination the invention to further detailed made by provided technical solution
Describe in detail bright, and it cannot be said that the invention specific implementation is confined to these above-mentioned explanations, for the affiliated technology of the invention
For the those of ordinary skill in field, without departing from the concept of the premise of the invention, several simple deductions can also be made
Or replace, it all shall be regarded as belonging to the protection domain of the invention.
Claims (4)
1. a kind of embedded reinforcing bar type level splices shear wall, it is characterised in that：Including upper wall, lower wall and middle pectoral plate, on
Intermediate plate and rib are both provided in wall, lower wall, rib is arranged more, and is installed on intermediate plate；Middle pectoral plate connects
Between upper wall and lower wall, and with angle steel respectively with the end rib at upper wall connecting end, the end at lower wall connecting end
On rib, that is, after realizing that upper wall is docked with the level of lower wall, the Welding flat steel on the rib of docking site.
2. a kind of embedded reinforcing bar type level as described in claim 1 splices shear wall, it is characterised in that：The upper wall is
It is made of in intermediate plate one and the concrete of one periphery of floor intermediate plate one, floor one and pouring, and intermediate plate one is along upper wall
The short transverse of body is arranged, and floor one is mounted on intermediate plate one.
3. a kind of embedded reinforcing bar type level as described in claim 1 splices shear wall, it is characterised in that：The lower wall is
It is made of in intermediate plate two and the concrete of two periphery of floor intermediate plate two, floor two and pouring, and intermediate plate two is along lower wall
The short transverse of body is arranged, and floor two is mounted on intermediate plate two.
4. a kind of embedded reinforcing bar type level as described in any one of claims 1-3 splices shear wall, it is characterised in that：Described
Middle pectoral plate includes upper junction plate and lower connecting plate, and upper junction plate is located at the connecting pin of upper wall, and is located in angle steel one
On the end rib at upper wall connecting end；Lower connecting plate is located at the connecting pin of lower wall, and is located in lower wall with angle steel two
On the end rib of connecting pin；Angle steel one, angle steel two and twin fillet wolt at rib positioning weld, and complete upper junction plate and lower company
The connection of middle pectoral plate and upper wall, middle pectoral plate and lower wall is realized in the fixation of fishplate bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820010203.2U CN207892085U (en) | 2018-01-03 | 2018-01-03 | A kind of embedded reinforcing bar type level splicing shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820010203.2U CN207892085U (en) | 2018-01-03 | 2018-01-03 | A kind of embedded reinforcing bar type level splicing shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207892085U true CN207892085U (en) | 2018-09-21 |
Family
ID=63551367
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820010203.2U Active CN207892085U (en) | 2018-01-03 | 2018-01-03 | A kind of embedded reinforcing bar type level splicing shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207892085U (en) |
-
2018
- 2018-01-03 CN CN201820010203.2U patent/CN207892085U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202644735U (en) | Assembly type rigid node of steel-structure beam column | |
| CN109487707A (en) | A kind of precast assembly expanded letter box beam and its assembling method | |
| CN206337641U (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN110005073A (en) | A kind of fixed built-in fitting of non-solder plate and its fixing means | |
| CN107130734B (en) | Corrugated plate dst Horizontal H-shaped structure beam and its construction method | |
| CN108005261A (en) | A kind of horizontal joining method of embedded reinforcing bar type shear wall | |
| CN209040349U (en) | A kind of ring muscle fastening shear wall structure being easily installed | |
| CN205063961U (en) | Push pipe tube coupling structure | |
| CN108240037A (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN207892085U (en) | A kind of embedded reinforcing bar type level splicing shear wall | |
| CN207761108U (en) | A kind of level splices and combines wall | |
| CN206233084U (en) | A kind of combined Wavelike steel webplate base plate Shear connection key | |
| CN107143057B (en) | A kind of building masonry structure and its construction method | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN206352348U (en) | A kind of attachment structure of steel reinforced concrete board wall and steel reinforced concrete laminated floor slab | |
| CN206844316U (en) | A kind of assembled steel reinforced concrete column with well and post splicing node | |
| CN206233359U (en) | A kind of assembled architecture reinforced concrete member | |
| CN209040429U (en) | Splice type assembled steel-concrete composite beam | |
| CN207892082U (en) | A kind of rod-pulling type faced wall | |
| CN206070731U (en) | Connecting structure with dry shaped connecting piece precast shear wall plate | |
| CN207761064U (en) | A kind of assembled faced wall | |
| CN207829208U (en) | A kind of connection structure of the prefabricated steel tube shear horizontal joint with otic placode | |
| CN207436338U (en) | A kind of new precast panel | |
| CN108086530A (en) | A kind of horizontal joining method of faced wall | |
| CN208167507U (en) | The pier bottom structure and single track bridge pier of single track bridge pier |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000017 Denomination of utility model: Embedded reinforcing bar type level concatenation shear force wall Granted publication date: 20180921 License type: Common License Record date: 20190917 Assignee: Dongyue Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000016 Denomination of utility model: Embedded reinforcing bar type level concatenation shear force wall Granted publication date: 20180921 License type: Common License Record date: 20190917 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of utility model: Embedded reinforcing bar type level concatenation shear force wall Granted publication date: 20180921 License type: Common License Record date: 20190919 |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: A kind of horizontal splicing shear wall with embedded steel skeleton Granted publication date: 20180921 License type: Common License Record date: 20201216 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A horizontal splicing shear wall with embedded steel frame Granted publication date: 20180921 License type: Common License Record date: 20230113 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A horizontally spliced shear wall with embedded steel ribs Granted publication date: 20180921 License type: Common License Record date: 20230413 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A horizontally spliced shear wall with embedded steel ribs Granted publication date: 20180921 License type: Common License Record date: 20230421 |