CN209145035U - The node structure blocked when for being in the milk at assembled architecture shear wall installation seam - Google Patents
The node structure blocked when for being in the milk at assembled architecture shear wall installation seam Download PDFInfo
- Publication number
- CN209145035U CN209145035U CN201821851122.1U CN201821851122U CN209145035U CN 209145035 U CN209145035 U CN 209145035U CN 201821851122 U CN201821851122 U CN 201821851122U CN 209145035 U CN209145035 U CN 209145035U
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- China
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- shear wall
- grout sleeve
- assembled architecture
- precast shear
- seam
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Abstract
The node structure that the utility model blocks when being for being in the milk at assembled architecture shear wall installation seam, prefabricated or cast-in-place shear wall top surface is provided with structure floor, precast shear wall is arranged in the top surface of structure floor, prefabricated or cast-in-place shear wall, structure floor, precast shear wall is connected as an entirety by connecting reinforcing bar, exterior sheathing is arranged in the outside of precast shear wall, typified form is arranged in the inside of precast shear wall, precast shear wall is equipped with grout sleeve, grout sleeve is equipped with grout sleeve reserving hole, mortar enters the seam of the installation between structure floor and precast shear wall by grout sleeve reserving hole.The utility model solves grout sleeve and is easy to block the case where being weakened with structural section by mortar, improves the safety of assembled architecture shear wall structure.
Description
Technical field
The node structure blocked when the utility model relates to for being in the milk at assembled architecture shear wall installation seam, belongs to use
The innovative technology of the node structure blocked when being in the milk at assembled architecture shear wall installation seam.
Background technique
Assembled architecture field installs at seam there are mainly two types of slurry seal measures shear wall at this stage: being cement mortar envelope
It is stifled；It is separately that rubber strip blocks.When being blocked using cement mortar to precast shear wall, mortar is clogged from two sides, no
The depth of mortar insertion shear wall part can effectively be controlled；Depth is inadequate, blocks not tight, and when grouting is easy to appear grouting material
It leaks out；Depth is too deep, and mortar is easy grout sleeve to block, and both of these case can all make grout sleeve connection unreliable, deposits
In security risk.When being blocked using cement mortar or rubber strip to precast shear wall, two kinds of materials are embedded in shear wall
Within the scope of section, thus the section of shear wall can be made to be weakened, there are security risks.
Summary of the invention
The purpose of this utility model is that considering the above problem and providing for being filled at assembled architecture shear wall installation seam
The node structure blocked when slurry, the utility model solve grout sleeve and are easy to block the feelings being weakened with structural section by mortar
Condition improves the safety of assembled architecture shear wall structure in the case where not influencing on building using function, is structure letter
Single, convenient and practical node structure for being blocked when grouting at assembled architecture shear wall installation seam.
The technical solution of the utility model is: when installing grouting at seam for assembled architecture shear wall of the utility model
The node structure of closure, prefabricated or cast-in-place shear wall top surface are provided with structure floor, and the top surface setting of structure floor is prefabricated to cut
Power wall, prefabricated or cast-in-place shear wall, structure floor, precast shear wall are connected as an entirety, prefabricated shearing by connecting reinforcing bar
Exterior sheathing is arranged in the outside of wall, and typified form is arranged in the inside of precast shear wall, and precast shear wall is equipped with grout sleeve, grouting
Sleeve is equipped with grout sleeve reserving hole, mortar by grout sleeve reserving hole enter structure floor and precast shear wall it
Between installation seam.
The node structure for being blocked when grouting at assembled architecture shear wall installation seam of the utility model, to building
It in the case where not influenced using function, is blocked using template, so that grouting material is tamped entire installation seam, form equivalent cast-in-place effect
Fruit solves grout sleeve and is easy to block the case where being weakened with structural section by mortar, improves assembled architecture shear wall
The safety of structure.The utility model is that structure is simple, and convenient and practical installing for assembled architecture shear wall is in the milk at seam
When the node structure that blocks.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of the utility model slurry outlet and injected hole and installation seam.
Specific embodiment
Embodiment:
The structural schematic diagram of the utility model is as shown in Figure 1, 2, and the utility model is pacified for assembled architecture shear wall
The node structure blocked when being in the milk at dress seam, prefabricated or cast-in-place shear wall 7 top surface are provided with structure floor 2, structure floor 2
Precast shear wall 1 is arranged in top surface, wherein prefabricated or cast-in-place shear wall 7, structure floor 2, precast shear wall 1 pass through connection reinforcing bar 9
It is connected as an entirety, exterior sheathing 3 is arranged in the outside of precast shear wall 1, and typified form 4 is arranged in the inside of precast shear wall 1, in advance
Shear wall 1 processed is equipped with grout sleeve 6, and grout sleeve 6 is equipped with grout sleeve reserving hole, and mortar 10 is pre- by grout sleeve
The installation that hole enters between structure floor 2 and precast shear wall 1 of boxing out stitches 5.
Hoisting prefabricated wallboard 1 falls after being directed at reinforcing bar 9, levels, and the two sides between precast shear wall 1 and structure floor 2 are used
After mortar 10 blocks, it is in the milk.Achieve the purpose that equally cast-in-place.
In the present embodiment, above-mentioned typified form 4 is angle steel or batten.
It includes slurry outlet 11 and injected hole 8 that above-mentioned grout sleeve 6, which is equipped with grout sleeve reserving hole,.The present embodiment
In, the upper end of grout sleeve 6 is arranged in above-mentioned slurry outlet 11, and the lower end of grout sleeve 6 is arranged in injected hole 8.At injected hole 8
It is in the milk, slurry is considered as when overflowing from slurry outlet 11 to be filled.
The utility model is in production, after upper layer precast shear wall 1 is in place, installation exterior sheathing 3 and typified form 4, and peace
It should prevent grouting material from leaking out, then be in the milk to grout sleeve 6 using being effectively sealed measure when dress, grouting material is from injected hole 8
Injection first fills real installation seam 5, then up overflows from slurry outlet 11, be considered as and fill, when grouting materials being waited to reach intensity requirement, tear open
Except exterior sheathing 3 and typified form 4, grouting material tamps entire installation seam, and the same shear wall in section forms equivalent cast-in-place effect.
Claims (4)
1. the node structure blocked when for being in the milk at assembled architecture shear wall installation seam, prefabricated or cast-in-place shear wall top surface
It is provided with structure floor, precast shear wall is arranged in the top surface of structure floor, it is characterised in that prefabricated or cast-in-place shear wall, structure building
Plate, precast shear wall are connected as an entirety by connecting reinforcing bar, and exterior sheathing, precast shear wall is arranged in the outside of precast shear wall
Inside be arranged typified form, precast shear wall be equipped with grout sleeve, grout sleeve be equipped with grout sleeve reserving hole, sand
Slurry enters the seam of the installation between structure floor and precast shear wall by grout sleeve reserving hole.
2. the node structure according to claim 1 for being blocked when grouting at assembled architecture shear wall installation seam,
It is characterized in that above-mentioned typified form is angle steel or batten.
3. the node structure according to claim 1 or 2 for being blocked when grouting at assembled architecture shear wall installation seam,
It is characterized in that it includes slurry outlet and injected hole that above-mentioned grout sleeve, which is equipped with grout sleeve reserving hole,.
4. the node structure according to claim 3 for being blocked when grouting at assembled architecture shear wall installation seam,
It is characterized in that the upper end of grout sleeve is arranged in above-mentioned slurry outlet, the lower end of grout sleeve is arranged in injected hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821851122.1U CN209145035U (en) | 2018-11-12 | 2018-11-12 | The node structure blocked when for being in the milk at assembled architecture shear wall installation seam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821851122.1U CN209145035U (en) | 2018-11-12 | 2018-11-12 | The node structure blocked when for being in the milk at assembled architecture shear wall installation seam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209145035U true CN209145035U (en) | 2019-07-23 |
Family
ID=67285182
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821851122.1U Active CN209145035U (en) | 2018-11-12 | 2018-11-12 | The node structure blocked when for being in the milk at assembled architecture shear wall installation seam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209145035U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863571A (en) * | 2019-11-25 | 2020-03-06 | 中国二十冶集团有限公司 | Improved method for waterproofing bottom node of prefabricated external shear wall |
| CN111173138A (en) * | 2020-01-08 | 2020-05-19 | 浙江宏超建设集团有限公司 | Fabricated building structure and construction method |
| CN111231100A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Grouting groove type connecting structure for prefabricated column and grouting groove forming die |
| CN112983112A (en) * | 2021-03-08 | 2021-06-18 | 上海建工二建集团有限公司 | Prefabricated enclosure outer wall bottom connecting system and construction method thereof |
| CN113090022A (en) * | 2021-03-02 | 2021-07-09 | 福建省泷澄建设集团有限公司 | Site construction method for assembled shear wall structure wallboard in hot-in-summer and warm-in-winter areas |
| CN114960979A (en) * | 2022-05-29 | 2022-08-30 | 五冶集团上海有限公司 | Construction method for plugging installation joint of prefabricated wall panel |
| CN115162505A (en) * | 2022-09-06 | 2022-10-11 | 中南大学 | Key groove connected full-assembly integral building system and construction method |
| CN116163526A (en) * | 2022-12-09 | 2023-05-26 | 三峡大学 | Node grouting device for assembled house building and construction method |
| CN117386056A (en) * | 2023-09-12 | 2024-01-12 | 中国建筑东北设计研究院有限公司 | Assembled full prefabricated floor and prefabricated shear wall connected node |
-
2018
- 2018-11-12 CN CN201821851122.1U patent/CN209145035U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863571A (en) * | 2019-11-25 | 2020-03-06 | 中国二十冶集团有限公司 | Improved method for waterproofing bottom node of prefabricated external shear wall |
| CN111173138A (en) * | 2020-01-08 | 2020-05-19 | 浙江宏超建设集团有限公司 | Fabricated building structure and construction method |
| CN111173138B (en) * | 2020-01-08 | 2021-08-06 | 浙江宏超建设集团有限公司 | Fabricated building structure and construction method |
| CN111231100A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Grouting groove type connecting structure for prefabricated column and grouting groove forming die |
| CN113090022A (en) * | 2021-03-02 | 2021-07-09 | 福建省泷澄建设集团有限公司 | Site construction method for assembled shear wall structure wallboard in hot-in-summer and warm-in-winter areas |
| CN112983112A (en) * | 2021-03-08 | 2021-06-18 | 上海建工二建集团有限公司 | Prefabricated enclosure outer wall bottom connecting system and construction method thereof |
| CN114960979A (en) * | 2022-05-29 | 2022-08-30 | 五冶集团上海有限公司 | Construction method for plugging installation joint of prefabricated wall panel |
| CN115162505A (en) * | 2022-09-06 | 2022-10-11 | 中南大学 | Key groove connected full-assembly integral building system and construction method |
| CN116163526A (en) * | 2022-12-09 | 2023-05-26 | 三峡大学 | Node grouting device for assembled house building and construction method |
| CN117386056A (en) * | 2023-09-12 | 2024-01-12 | 中国建筑东北设计研究院有限公司 | Assembled full prefabricated floor and prefabricated shear wall connected node |
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