CN207419748U - A kind of precast shear wall horizontal connecting node - Google Patents
A kind of precast shear wall horizontal connecting node Download PDFInfo
- Publication number
- CN207419748U CN207419748U CN201720712794.3U CN201720712794U CN207419748U CN 207419748 U CN207419748 U CN 207419748U CN 201720712794 U CN201720712794 U CN 201720712794U CN 207419748 U CN207419748 U CN 207419748U
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- China
- Prior art keywords
- shear wall
- precast shear
- horizontal connecting
- connecting node
- precast
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Abstract
The utility model discloses a kind of precast shear wall horizontal connecting nodes, the precast shear wall horizontal connecting node includes the first precast shear wall and the second precast shear wall, first precast shear wall and the second precast shear wall are reserved with the U-shaped steel muscle of stretching when prefabricated respectively in horizontal direction, the U-shaped bar splicing of first precast shear wall and the second precast shear wall forms ring-shaped stirrup after being lifted in corresponding position, corresponding vertical applied force muscle is bound inside the ring-shaped stirrup of formation, casting concrete forms cast-in-place area after the completion of binding；The precast shear wall horizontal connecting node of the utility model, it is not only easy to operate, stability under loading, wall member is sheared using engineering production, can increase substantially work efficiency, reduces installing for construction technology and template, reduce the construction period, and work progress reduces substantial amounts of building waste, meets the requirement of green building construction, is worthy to be popularized.
Description
Technical field
The utility model is related to building structure field, more particularly to a kind of precast shear wall horizontal connecting node.
Background technology
In assembled architecture industry, shear wall wallboard is factory produced by the way of prefabricated, then Assembling,
Thus it can realize standardization, and quality controllable, efficient quick.There are complicated, works of constructing for the shear wall structure being currently, there are
Work amount is big, it is long in time limit the defects of.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of precast shear wall horizontal connection section
Point, what the technical solution of the precast shear wall horizontal connecting node was realized in：
A kind of precast shear wall horizontal connecting node, it is characterised in that：The precast shear wall horizontal connecting node includes
First precast shear wall and the second precast shear wall, first precast shear wall and the second precast shear wall are horizontal when prefabricated
The U-shaped steel muscle of stretching is reserved on direction respectively, first precast shear wall and second pre- after being lifted in corresponding position
The U-shaped bar splicing of shear wall processed forms ring-shaped stirrup, and corresponding vertical applied force is bound inside the ring-shaped stirrup of formation
Muscle, casting concrete forms cast-in-place area after the completion of binding.
Preferably, first precast shear wall and the second precast shear wall node point connection when prefabricated are arranged to wave
Shape.
Further, the precast shear wall horizontal connecting node can be arranged to shear wall constrained edge structure according to demand
Part.
Further, the U-shaped steel muscle of the stretching is horizontal.
Further, the U-shaped steel muscle of the stretching has certain dog-ear, the dog-ear after lifting fixes,
The U-shaped steel muscle of first precast shear wall and the second precast shear wall just front and rear overlap joint forms spiral hoop after banded or welding
Muscle.
The precast shear wall horizontal connecting node of the utility model, not only easy to operate, stability under loading, shearing wall member are equal
It is produced using engineering, can increase substantially work efficiency, reduced installing for construction technology and template, reduce the construction period, and
And work progress reduces substantial amounts of building waste, meets the requirement of green building construction, is worthy to be popularized.
Description of the drawings
Fig. 1 is the structure diagram of bowing of the utility model horizontal connecting node；
Structural decomposition diagram before Fig. 2 is not installed for the utility model horizontal connecting node；
Fig. 3 is elevational schematic view when the U-shaped muscle of the utility model horizontal connecting node is level；
Fig. 4 is elevational schematic view when the U-shaped muscle of the utility model horizontal connecting node forms tie hoop.
Reference numeral：The first precast shear walls of 1-, the second precast shear walls of 2-, the cast-in-place areas of 3-, 4- ring-shaped stirrups, 10-
One U-shaped stirrup, the second U-shaped stirrups of 20-, 30- vertical applied force muscle, 40- tie hoops.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
As shown in FIG. 1 to 3, a kind of precast shear wall horizontal connecting node, including the first precast shear wall 1 and second
Precast shear wall 2,1 and second precast shear wall 2 of the first precast shear wall are reserved in horizontal direction respectively when prefabricated
The the first U-shaped steel muscle 10 and the second U-shaped stirrup 20 stretched out, 1 He of the first precast shear wall after being lifted in corresponding position
First U-shaped steel muscle 10 of the second precast shear wall 2 and the second U-shaped overlap joint of stirrup 20 form ring-shaped stirrup 4, described in formation
4 inside of ring-shaped stirrup binds corresponding vertical applied force muscle 30, and casting concrete forms cast-in-place area 3 after the completion of binding.
Preferably, 1 and second precast shear wall 2 of the first precast shear wall node point connection when prefabricated is arranged to ripple
Shape wave.
When it is implemented, the precast shear wall horizontal connecting node can be arranged to shear wall constrained edge according to demand
Component.
One embodiment of the utility model, the 10 and second U-shaped stirrup 20 of the first U-shaped steel muscle is horizontal.
Another embodiment of the utility model, as shown in figure 4, the first U-shaped steel muscle 10 of the stretching and the second U-shaped hoop
Muscle 20 has certain dog-ear, and the dog-ear of the 10 and second U-shaped stirrup 20 of the first U-shaped steel muscle is to cooperate, the folding
Angle is after lifting fixes, the first U-shaped steel muscle 10 and the 2nd U types stirrup 20 just front and rear overlap joint, shape after banded or welding
Into tie hoop 40.
The technology contents and technical characteristic of the utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in the teaching of the utility model, therefore, the utility model protection
Scope is not limited to the revealed content of embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (5)
1. a kind of precast shear wall horizontal connecting node, it is characterised in that：The precast shear wall horizontal connecting node includes the
One precast shear wall and the second precast shear wall, first precast shear wall and the second precast shear wall the level side when prefabricated
It is reserved with the U-shaped steel muscle of stretching respectively upwards, first precast shear wall and second prefabricated after being lifted in corresponding position
The U-shaped bar splicing of shear wall forms ring-shaped stirrup, and corresponding vertical applied force muscle is bound inside the ring-shaped stirrup of formation,
Casting concrete forms cast-in-place area after the completion of binding.
2. precast shear wall horizontal connecting node according to claim 1, it is characterised in that：First precast shear wall
Node point connection is arranged to waveform when prefabricated with the second precast shear wall.
3. precast shear wall horizontal connecting node according to claim 1, it is characterised in that：The precast shear wall is horizontal
Connecting node can be arranged to shear wall confined boundary member according to demand.
4. precast shear wall horizontal connecting node according to claim 1, it is characterised in that：The U-shaped steel muscle of the stretching
It is horizontal.
5. precast shear wall horizontal connecting node according to claim 1, it is characterised in that：The U-shaped steel muscle of the stretching
There is certain dog-ear, the dog-ear is after lifting fixes, the U-shaped steel of the first precast shear wall and the second precast shear wall
Muscle just front and rear overlap joint forms tie hoop after banded or welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720712794.3U CN207419748U (en) | 2017-06-19 | 2017-06-19 | A kind of precast shear wall horizontal connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720712794.3U CN207419748U (en) | 2017-06-19 | 2017-06-19 | A kind of precast shear wall horizontal connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419748U true CN207419748U (en) | 2018-05-29 |
Family
ID=62398967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720712794.3U Active CN207419748U (en) | 2017-06-19 | 2017-06-19 | A kind of precast shear wall horizontal connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419748U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951828A (en) * | 2018-07-25 | 2018-12-07 | 河海大学 | A kind of integrated prefabricated structure of the dismountable pool wall of pool of template and its construction method |
| CN113502972A (en) * | 2021-02-07 | 2021-10-15 | 北京市住宅产业化集团股份有限公司 | Longitudinal rib hollow wall, hanging nail connecting joint thereof and design construction method |
-
2017
- 2017-06-19 CN CN201720712794.3U patent/CN207419748U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951828A (en) * | 2018-07-25 | 2018-12-07 | 河海大学 | A kind of integrated prefabricated structure of the dismountable pool wall of pool of template and its construction method |
| CN113502972A (en) * | 2021-02-07 | 2021-10-15 | 北京市住宅产业化集团股份有限公司 | Longitudinal rib hollow wall, hanging nail connecting joint thereof and design construction method |
| CN113502972B (en) * | 2021-02-07 | 2022-09-16 | 北京市住宅产业化集团股份有限公司 | Design and construction method for hanging nail connecting joint of longitudinal rib hollow wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 330000 block No. 53 of Hezhou Road 398, Nanchang County, Nanchang City, Jiangxi Province Patentee after: Best Construction Co., Ltd. Address before: 330000 No. 415 Liantang Avenue, Liantang Town, Nanchang County, Nanchang City, Jiangxi Province Patentee before: Jiangxi best Construction Engineering Co. Ltd. |