CN206888274U - Composite plate shear wall ring anchor connecting node - Google Patents
Composite plate shear wall ring anchor connecting node Download PDFInfo
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- CN206888274U CN206888274U CN201720843385.7U CN201720843385U CN206888274U CN 206888274 U CN206888274 U CN 206888274U CN 201720843385 U CN201720843385 U CN 201720843385U CN 206888274 U CN206888274 U CN 206888274U
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- 239000002131 composite material Substances 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 238000005266 casting Methods 0.000 claims abstract description 11
- 239000000203 mixture Substances 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 4
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 12
- 238000009434 installation Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
It the utility model is related to a kind of composite plate shear wall ring anchor connecting node.Traditional connected mode long construction period, influenceed greatly by weather, auxiliary material consumption is big, causes the wasting of resources, and environmental pollution is serious.The utility model composition includes：First wall（6）, the second wall（7）, the first described wall and the inside of the second described wall all poured concrete and formed integral structure, and the first described wall and the second described wall are all by framework of steel reinforcement（4）Front and rear sides difference casting concrete panel（5）The integral structure of formation, described framework of steel reinforcement are two groups of ring steel reinforced bars by being set respectively on horizontal and vertical（1）With lattice reinforcing bar（3）The structure being composed of a fixed connection.The utility model is used for composite plate shear wall ring anchor connecting node.
Description
Technical field：
It the utility model is related to a kind of composite plate shear wall ring anchor connecting node.
Background technology：
At present, China is using live assembling reinforcement, supporting module and the traditional construction mode of casting concrete, this method
Long construction period, being influenceed greatly by weather, auxiliary material consumption is big, causes the wasting of resources, and environmental pollution is serious, and artificial demand is big,
This traditional construction mode gradually contradicts with the present situation of aging population, the waste phenomenon of recruitment, site operation environment easily occurs
Difference, there is certain influence to builder's body, at this stage in prefabrication, wall typically uses solid wall, longitudinal direction
The connection of connection generally use steel bushing or slurry anchor overlap joint connection of reinforcing bar, reinforcing bar device to hole complex process, required precision is high, process
It is more, it is necessary to which process, the concealed work quality such as be in the milk are not easy to ensure and works to repeat amount greatly.
Utility model content：
The purpose of this utility model is that solve traditional construction cycle length, is influenceed greatly by weather, auxiliary material consumption is big, causes to provide
The shortcomings of source wastes, and environmental pollution is serious, there is provided a kind of easy for construction, process is few, reduces installation work-hour, shortens the construction period,
Save construction cost, a kind of environmentally friendly composite plate shear wall ring anchor connecting node.
Above-mentioned purpose is realized by following technical scheme：
A kind of composite plate shear wall ring anchor connecting node, its composition include：First wall, the second wall, described
The inside of one wall and the second described wall has all poured concrete and has formed integral structure, the first described wall and described
The second wall be all the integral structure that is formed of front and rear sides difference casting concrete panel by framework of steel reinforcement, described steel
Tendons skeleton is the structure being composed of a fixed connection by the two groups of ring steel reinforced bars set respectively on horizontal and vertical with lattice reinforcing bar.
Described composite plate shear wall ring anchor connecting node, the ring steel reinforced bar in the first described wall extend into described
The second wall inside, the inside of the first described wall and the second described wall has all poured concrete and has formed integral type knot
Structure.
Described composite plate shear wall ring anchor connecting node, the ring steel reinforced bar in the first described wall do not extend into institute
Inside the second wall stated, the ring steel reinforced bar in the second described wall is not extended into inside the first described wall, described
Additional circular reinforcing bar is placed between first wall and the second described wall, one end of described additional circular reinforcing bar is positioned at described
The first wall in, the other end of described additional circular reinforcing bar is located in the second described wall, the first described wall and
The inside of the second described wall has all poured concrete and has formed integral structure.
Described composite plate shear wall ring anchor connecting node, the ring steel reinforced bar in the first described wall extend into described
The second wall inside, the ring steel reinforced bar in the second described wall is extend into inside the first described wall, described first
The inside of wall and the second described wall has all poured concrete and has formed integral structure.
Described composite plate shear wall ring anchor connecting node, the end of described ring steel reinforced bar for square or circular arc or
Triangle is corrugated.
Described composite plate shear wall ring anchor connecting node, the end of described additional circular reinforcing bar is square or circular arc
Shape or triangle are corrugated.
Beneficial effect：
1. provided by the utility model is a kind of composite plate shear wall ring anchor connecting node, without bar connecting, installation
Extremely convenient, at this stage in prefabrication, wall typically uses solid wall, the connection generally use steel of longitudinal reinforcement
Sleeve connection or slurry anchor overlap joint connection, reinforcing bar device to hole complex process, required precision is high, and process is more, it is necessary to which the process such as be in the milk, hidden
Construction quality is not easy to ensure and worked to repeat to measure greatly, and the utility model simplifies procedure above and simultaneously disclosure satisfy that safety of structure will
Ask, lift the construction speed of building.
The utility model is anchored mutually using steel hoop, is wrapped up using the ring steel reinforced bar in the first wall and the second wall
Concrete, concrete is served as the pin-shaped structure of the mutual drawknot of reinforcing bar, give full play to the tensile property of reinforcing bar and resisting for concrete
Press performance.
The utility model is anchored in concrete using ring steel reinforced bar substitution reinforcing bar with straight bar type, shortens Bar Anchorage length
Degree.
After the connection of the utility model ring steel reinforced bar, without rear slotting reinforcing bar, easy for construction, process is few, reduces installation work-hour, contracting
The short construction period, save construction cost.
It is cavity structure in the middle part of the utility model, prefabricated components are in light weight, and lifting machine is selectively larger, machine cost
Low, without template, building is apparent good, and process is few, is connect in molding component installation both sides concrete surface production process for connection between component
Touch platform, surfacing, without later stage plastering process, safety and environmental protection.
Both sides precast concrete facade panel thickness is smaller in the utility model production process, makes mould using angle steel, saves
Material cost.Steam-cured panel concrete thickness is small, and intensity improves comparatively fast, and the steam-cured time is short, shortens Production Time.
Brief description of the drawings：
Accompanying drawing 1 is a kind of structural representation of framework of steel reinforcement of the present utility model.
Accompanying drawing 2 is a kind of structural representation of the first wall of the present utility model.
Accompanying drawing 3 is one of structural representation of the present utility model.
Accompanying drawing 4 is the two of structural representation of the present utility model.
Accompanying drawing 5 is the three of structural representation of the present utility model.
Accompanying drawing 6 is of the present utility model with the use of one of structural representation of laminated floor slab.
Accompanying drawing 7 is the two of the structural representation of the present utility model with the use of laminated floor slab.
Accompanying drawing 8 is the three of the structural representation of the present utility model with the use of laminated floor slab.
Accompanying drawing 9 is the structural representation of lattice reinforcing bar of the present utility model.
1, ring steel reinforced bar in figure, 3, lattice reinforcing bar, 4, framework of steel reinforcement, 5, concrete slab, the 6, first wall, the 7, second wall
Body, 8, additional circular reinforcing bar, 9, laminated floor slab.
Embodiment：
Embodiment 1：
A kind of composite plate shear wall ring anchor connecting node, its composition include：First wall 6, the second wall 7, it is described
The inside of first wall and the second described wall has all poured concrete and has formed integral structure, the first described wall and institute
The second wall stated all is to distinguish the integral structure that casting concrete panel 5 formed by the front and rear sides of framework of steel reinforcement 4, described
Framework of steel reinforcement be to be composed of a fixed connection by two groups of ring steel reinforced bars 1 being set respectively on horizontal and vertical with lattice reinforcing bar 3
Structure.
Embodiment 2：
Composite plate shear wall ring anchor connecting node according to embodiment 1, the ring-type steel in the first described wall
Muscle is extend into inside the second described wall, and the inside of the first described wall and the second described wall has all poured concrete
Form integral structure.
Embodiment 3：
Composite plate shear wall ring anchor connecting node according to embodiment 1, the ring-type steel in the first described wall
Muscle is not extended into inside the second described wall, and the ring steel reinforced bar in the second described wall does not extend into the first described wall
Inside, additional circular reinforcing bar 8 is placed between the first described wall and the second described wall, described additional circular reinforcing bar
One end is located in the first described wall, and the other end of described additional circular reinforcing bar is located in the second described wall, described
The first wall and the second described wall inside all poured concrete formed integral structure.
Embodiment 4：
Composite plate shear wall ring anchor connecting node according to embodiment 1, the ring-type steel in the first described wall
Muscle is extend into inside the second described wall, and the ring steel reinforced bar in the second described wall is extend into the first described wall
The inside of portion, the first described wall and the second described wall has all poured concrete and has formed integral structure.
Embodiment 5：
Composite plate shear wall ring anchor connecting node according to embodiment 1 or 2 or 3 or 4, described ring steel reinforced bar
End is square or circular arc or triangle or corrugated.
Embodiment 6：
Composite plate shear wall ring anchor connecting node according to embodiment 3, the end of described additional circular reinforcing bar
For square or circular arc or triangle or corrugated.
Embodiment 7：
If Fig. 6 is that ring steel reinforced bar in the first wall extend into described the second wall inside and is used cooperatively laminated floor slab
Structural representation, in workshop, assembling reinforcement formed framework of steel reinforcement, supporting module, framework of steel reinforcement is put into template, if
Put cushion block, casting concrete and vibrate, steam curing to intensity requirement is met, install opposite side and casting concrete, template will
First layer concrete slab with framework of steel reinforcement overturns 180 ° and is pressed into the concrete newly poured and vibrates, and steam curing is to completely
Sufficient intensity requirement, transport to and stack place, after complete first wall to be installed, superimposed sheet, superimposed sheet is arranged on the first wall and second
Between wall, casting concrete, after concrete strength reaches requirement, the second wall of installation stretches the ring steel reinforced bar in the first wall
Enter to inside the second wall, casting concrete links into an integrated entity.
As Fig. 7 be the first wall in ring steel reinforced bar do not extend into inside the second wall, the ring steel reinforced bar in the second wall
Do not extend into inside the first wall and with the use of the structural representation of laminated floor slab, after complete first wall to be installed, superimposed sheet,
Superimposed sheet is arranged between the first wall and the second wall, and insertion additional circular reinforcing bar and casting concrete, concrete strength reach
To after requiring, between the second wall of installation makes the concrete slab for the both sides that additional circular reinforcing bar extend into the second wall, pour
Concrete links into an integrated entity.
As Fig. 8 be the first wall in ring steel reinforced bar extend into inside the second wall, the ring steel reinforced bar in the second wall is stretched
Enter to inside the first wall and with the use of the structural representation of laminated floor slab, after complete first wall to be installed, superimposed sheet, overlapping
Plate is arranged between the first wall and the second wall, and the second wall of installation makes the ring steel reinforced bar in the first wall extend into the second wall
Internal portion, the ring steel reinforced bar in the second wall are extend into inside the first wall, and casting concrete links into an integrated entity.
Claims (6)
1. a kind of composite plate shear wall ring anchor connecting node, its composition includes：First wall, the second wall, it is characterized in that：Institute
The first wall stated and the inside of the second described wall have all poured concrete and have formed integral structure, the first described wall
All it is the integral structure that is formed of front and rear sides difference casting concrete panel by framework of steel reinforcement with the second described wall, institute
The framework of steel reinforcement stated is to be composed of a fixed connection by the two groups of ring steel reinforced bars set respectively on horizontal and vertical with lattice reinforcing bar
Structure.
2. composite plate shear wall ring anchor connecting node according to claim 1, it is characterized in that：In the first described wall
Ring steel reinforced bar extend into inside the second described wall, the inside of the first described wall and the second described wall all pours
There is concrete to form integral structure.
3. composite plate shear wall ring anchor connecting node according to claim 1, it is characterized in that：In the first described wall
Ring steel reinforced bar do not extend into inside the second described wall, the ring steel reinforced bar in the second described wall does not extend into described
Inside first wall, additional circular reinforcing bar, described additional ring are placed between the first described wall and the second described wall
One end of shape reinforcing bar is located in the first described wall, and the other end of described additional circular reinforcing bar is located at the second described wall
Interior, the first described wall and the inside of the second described wall have all poured concrete and have formed integral structure.
4. composite plate shear wall ring anchor connecting node according to claim 1, it is characterized in that：In the first described wall
Ring steel reinforced bar extend into inside the second described wall, the ring steel reinforced bar in the second described wall extend into described first
Inside wall, the inside of the first described wall and the second described wall has all poured concrete and has formed integral structure.
5. the composite plate shear wall ring anchor connecting node according to claim 1 or 2 or 3 or 4, it is characterized in that：Described
The end of ring steel reinforced bar is square or circular arc or triangle or corrugated.
6. composite plate shear wall ring anchor connecting node according to claim 3, it is characterized in that：Described additional circular steel
The end of muscle is square or circular arc or triangle or corrugated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720843385.7U CN206888274U (en) | 2017-07-12 | 2017-07-12 | Composite plate shear wall ring anchor connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720843385.7U CN206888274U (en) | 2017-07-12 | 2017-07-12 | Composite plate shear wall ring anchor connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206888274U true CN206888274U (en) | 2018-01-16 |
Family
ID=61297029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720843385.7U Active CN206888274U (en) | 2017-07-12 | 2017-07-12 | Composite plate shear wall ring anchor connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206888274U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110700485A (en) * | 2019-09-20 | 2020-01-17 | 湖北宇辉新型建筑材料有限公司 | Prefabricated laminated plate type edge member and production method thereof |
-
2017
- 2017-07-12 CN CN201720843385.7U patent/CN206888274U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110080455B (en) * | 2019-06-06 | 2023-10-03 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Prefabricated shear wall, connecting node and construction method thereof |
| CN110700485A (en) * | 2019-09-20 | 2020-01-17 | 湖北宇辉新型建筑材料有限公司 | Prefabricated laminated plate type edge member and production method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191220 Address after: 150000 business service, no.6, building S3, wutongwan community, Shiji Road North, Tianjin Street West, Limin Development Zone, Harbin City, Heilongjiang Province Patentee after: Zhonghong Shengyuan (Heilongjiang) Green Building Industry Co., Ltd Address before: 150000 Yingbin District, Harbin, Heilongjiang Province, 301 Patentee before: Zhao Lihong |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 150000 business service, no.6, building S3, wutongwan community, Shiji Road North, Tianjin Street West, Limin Development Zone, Harbin City, Heilongjiang Province Patentee after: Heilongjiang Zhongsheng Green Building Industry Development Co.,Ltd. Address before: 150000 business service, no.6, building S3, wutongwan community, Shiji Road North, Tianjin Street West, Limin Development Zone, Harbin City, Heilongjiang Province Patentee before: Zhonghong Shengyuan (Heilongjiang) Green Building Industry Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |