CN205840047U - A kind of precast shear wall novel perps attachment structure - Google Patents
A kind of precast shear wall novel perps attachment structure Download PDFInfo
- Publication number
- CN205840047U CN205840047U CN201620622855.2U CN201620622855U CN205840047U CN 205840047 U CN205840047 U CN 205840047U CN 201620622855 U CN201620622855 U CN 201620622855U CN 205840047 U CN205840047 U CN 205840047U
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- shear wall
- precast shear
- wing
- edge
- shaped steel
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Abstract
This utility model provides a kind of precast shear wall novel perps attachment structure, including left side precast shear wall, the pre-buried shaped steel in left side, right side precast shear wall, the pre-buried shaped steel in right side and bolt；The pre-buried shaped steel in left side includes left side preburying part and left side connecting portion, left side connecting portion includes the edge of a wing, left side, the edge of a wing, right side and web, the edge of a wing, left side is connected by web with the edge of a wing, right side, left side preburying part is embedded in the precast shear wall of left side in advance, left side precast shear wall is fixed on the edge of a wing, left side, and web offers bolt hole；The pre-buried shaped steel in right side includes right side preburying part and right side connecting portion, and right side connecting portion includes that channel-section steel and connecting plate, right side preburying part are embedded in the precast shear wall of right side in advance, and channel-section steel is fixed on right side precast shear wall, and connecting plate offers fixing hole；The edge of a wing, right side is arranged in channel-section steel, is fixed with connecting plate by web by bolt, bolt hole and fixing hole.This utility model easy construction, globality and anti-earthquake ductility are good.
Description
Technical field
This utility model relates to a kind of precast shear wall novel perps attachment structure, belongs to prefabricated assembled in civil engineering
Concrete structure technique field.
Background technology
For a long time, the traditional work mode of China's concrete construction many employings site operation, industrialization degree is low, power consumption
Height, pollutes big, and the working cycle is long, does not meets national energy-saving and reduces discharging and the Sustainable development policies of environmental protection.Use prefabricated assembled
Xoncrete structure, not only conforms with the main trend of building industrialization and housing industrialization, can effectively improve material simultaneously and build
Build energy-conservation and structural behaviour efficiency, reduce building waste and the harmful effect of environment, thus reach energy-saving and emission-reduction, green construction
Sustainable development policies.
For prefabricated assembled concrete structure, the most vertical connection is so that this class formation has enough carryings
One of key technology of power, rigidity, ductility and good integrity.The perps connection side of general prefabricated assembled shear wall structure
Formula is by precast shear wall side reserved steel bar, being connected with Reinforcement in perps position, then passing through shuttering
And in template concrete perfusion and formed, there is problem below in this precast shear wall perps connected mode: bar connecting
Difficulty, needs shuttering casting concrete again, and difficulty of construction is relatively big, complex procedures, and connection speed is slow, and the duration is longer, and quality is difficult
To ensure, thus affect connection and the globality of structure thereof and stress performance.It addition, the structure that this mode is formed is in earthquake etc.
It is difficult to after damage under Zuo Yong dismantle and change parts.
Summary of the invention
The technical problems to be solved in the utility model, is to provide a kind of precast shear wall novel perps attachment structure, even
Connect that speed is fast, easy construction, be connected firmly, detachably, globality and anti-earthquake ductility good.
This utility model is achieved in that
A kind of precast shear wall novel perps attachment structure, including precast shear wall on the left of, pre-buried shaped steel on the left of one, one
Right side precast shear wall, pre-buried shaped steel and a plurality of bolt on the right side of one；The pre-buried shaped steel in described left side includes preburying part on the left of in the of
And connecting portion on the left of in the of, described left side connecting portion includes the edge of a wing on the left of in the of, the edge of a wing and a web on the right side of one, the edge of a wing, described left side with
The edge of a wing, described right side is connected by described web, and described left side preburying part is embedded in the precast shear wall of described left side in advance, a described left side
Side wing edge is fixed on the one side of described left side precast shear wall, and described web offers a plurality of bolt hole；Described right side
Pre-buried shaped steel includes on the right side of in the of one connecting portion on the right side of preburying part and, and described right side connecting portion includes a channel-section steel and a plate, institute
Stating right side preburying part to be embedded in advance in the precast shear wall of described right side, described channel-section steel is fixed on the side of described right side precast shear wall
Face, described connecting plate offers a plurality of fixing hole；The edge of a wing, described right side is arranged in described channel-section steel, and by described spiral shell
Described web is fixedly connected by bolt, described bolt hole and described fixing hole with described connecting plate.
Further, described left side connecting portion is I-steel, and the length on the edge of a wing, described right side is shorter than the edge of a wing, described left side.
Further, described channel-section steel is groove, and the size of described groove matches with the size on the edge of a wing, described right side, just
The edge of a wing, described right side is arranged in described groove.
Further, the pre-buried shaped steel in described left side cuts for waiting along the cross section of short transverse with the pre-buried shaped steel in described right side
Face, and arrange continuously along the height of described left side precast shear wall and described right side precast shear wall.
The utility model has the advantage of: by pre-buried for left side shaped steel being inserted into the pre-buried shaped steel in right side, and use bolt
Fixing, without assembling reinforcement, installation form and casting concrete in work progress, thus operation is simple, easy construction, connection speed
Degree is quickly, required labour force is few, quality good, environmental protection and detachable, and the connection of bolt prevents the displacement of steel plate, and connection can
Leaning on, location is convenient；The pre-buried shaped steel of pre-buried shaped steel and right side on the left of the employing of junction, substantially increases anti-earthquake ductility.Left side is pre-buried
The simple structure of the pre-buried shaped steel of shaped steel and right side, easy to process in factory for prefabrication.The pre-buried shaped steel in left side and the pre-buried shaped steel in right side
Continuous along the short transverse of the pre-buried shear wall of left side precast shear wall and right side, globality and stress performance are superior.This connection
Form can be used in prefabricated assembled shear wall structure and prefabricated assembled frame shear wall structure system.
Accompanying drawing explanation
This utility model is further described the most in conjunction with the embodiments.
Fig. 1 is the axonometric chart of a kind of precast shear wall of this utility model novel perps attachment structure.
Fig. 2 is the plane graph of a kind of precast shear wall of this utility model novel perps attachment structure.
Fig. 3 is left side precast shear wall and the axonometric chart of the pre-buried shaped steel in left side in this utility model.
Fig. 4 is right side precast shear wall and the axonometric chart of the pre-buried shaped steel in right side in this utility model.
Label declaration in figure:
Precast shear wall on the left of in the of 1, pre-buried shaped steel on the left of 2, connecting portion on the left of 21, the edge of a wing on the left of 211,212
The edge of a wing, right side, 213 webs, 22 bolts hole, precast shear wall on the right side of 3, pre-buried shaped steel on the right side of 4, connect on the right side of 41
Portion, 411 channel-section steels, 411a groove, 412 connecting plates, 42 fixing holes, 5 bolts.
Detailed description of the invention
Below in conjunction with specific embodiment, this utility model is further detailed, but structure of the present utility model
It is not limited in following example.
Referring to shown in Fig. 1 to Fig. 4, a kind of precast shear wall novel perps attachment structure of the present utility model, including one
Pre-buried shaped steel 4 and a plurality of spiral shell on the right side of precast shear wall 3, on the right side of pre-buried shaped steel 2, one on the left of the precast shear wall 1, of left side
Bolt 5；The pre-buried shaped steel in described left side 2 includes connecting portion 21 on the left of preburying part on the left of in the of (not shown) and, described left side connecting portion
21 include on the left of in the of one the edge of a wing 212 and a web 213 on the right side of the edge of a wing 211, the edge of a wing, described left side 211 and the edge of a wing, described right side 212
Being connected by described web 213, described left side preburying part is embedded in described left side precast shear wall 1 in advance, the edge of a wing, described left side 211
It is fixed on the one side of described left side precast shear wall 1, described web 213 offers a plurality of bolt hole along short transverse
22；The pre-buried shaped steel in described right side 4 includes connecting portion 41 on the right side of preburying part on the right side of in the of (not shown) and, described right side connecting portion 41
Including a channel-section steel 411 and a plate 412, described right side preburying part is embedded in described right side precast shear wall 3 in advance, described channel-section steel
411 one side being fixed on described right side precast shear wall 3, described connecting plate 412 offer a plurality of along short transverse
Fixing hole 42；The edge of a wing, described right side 212 is arranged in described channel-section steel 411, and by described bolt 5, described bolt hole 22 and institute
State fixing hole 42 to be fixedly connected with described connecting plate 412 by described web 213.
Further, described left side connecting portion 21 is I-steel, and the length on the edge of a wing, described right side 212 is than the edge of a wing, described left side
211 is short, and the edge of a wing, described left side 211 may be the same or different with the thickness on the edge of a wing, described right side 212.
Further, described channel-section steel 411 is groove 411a, the size of described groove 411a and the edge of a wing, described right side 212
Size matches, and the size of described groove 411a is slightly larger with the size on the edge of a wing, described right side 212, can be just by described right side flap
Edge 212 is arranged in described groove 411a.
Further, the pre-buried shaped steel in described left side 2 cuts for waiting along the cross section of short transverse with the pre-buried shaped steel in described right side 4
Face, and arrange continuously along the height of described left side precast shear wall 1 and described right side precast shear wall 3, described left side is pre-buried
Shaped steel 2 shaped steel pre-buried with described right side 4 can use steel plate cold bending, weld or roll forming.
In sum, advantage of the present utility model is as follows:
By pre-buried for left side shaped steel 2 is inserted into the pre-buried shaped steel 4 in right side, and use bolt 5 to fix, in work progress without
Assembling reinforcement, installation form and casting concrete, thus operation is simple, easy construction, connection speed quickly, required labour force
Less, quality is good, environmental protection and detachable, and the connection of bolt 5 prevents the displacement of steel plate, connects reliable, and location is convenient；Junction
On the left of employing, the pre-buried shaped steel of pre-buried shaped steel 2 and right side 4, substantially increases anti-earthquake ductility.The pre-buried shaped steel 2 in left side and the pre-buried type in right side
The simple structure of steel 4, easy to process in factory for prefabrication.The pre-buried shaped steel 2 in left side and the pre-buried shaped steel in right side 4 is prefabricated along left side cuts
The short transverse of the pre-buried shear wall of power wall 1 and right side 3 is continuous, and globality and stress performance are superior.This type of attachment can be used on pre-
In fabricated shear wall structure processed and prefabricated assembled frame shear wall structure system.
Although the foregoing describing detailed description of the invention of the present utility model, but those familiar with the art should
Working as understanding, our described specific embodiment is merely exemplary rather than for the limit to scope of the present utility model
Fixed, those of ordinary skill in the art, in the equivalent modification made according to spirit of the present utility model and change, should
Contain in scope of the claimed protection of the present utility model.
Claims (4)
1. a precast shear wall novel perps attachment structure, it is characterised in that: include precast shear wall on the left of in the of, pre-on the left of
Bury shaped steel, precast shear wall on the right side of, pre-buried shaped steel and a plurality of bolt on the right side of one；The pre-buried shaped steel in described left side includes that one is left
Connecting portion on the left of side preburying part and, described left side connecting portion includes the edge of a wing on the left of in the of, the edge of a wing and a web, a described left side on the right side of one
Side wing edge is connected by described web with the edge of a wing, described right side, and described left side preburying part is embedded in described left side precast shear wall in advance
In, the one side of described left side precast shear wall is fixed on the edge of a wing, described left side, and described web offers a plurality of bolt hole；
The pre-buried shaped steel in described right side includes on the right side of in the of one connecting portion on the right side of preburying part and, and described right side connecting portion includes a channel-section steel and even
Fishplate bar, described right side preburying part is embedded in the precast shear wall of described right side in advance, and described channel-section steel is fixed on the prefabricated shearing in described right side
The one side of wall, described connecting plate offers a plurality of fixing hole；The edge of a wing, described right side is arranged in described channel-section steel, and passes through
Described web is fixedly connected by described bolt, described bolt hole and described fixing hole with described connecting plate.
2. a kind of precast shear wall novel perps attachment structure as claimed in claim 1, it is characterised in that: described left side connects
Portion is I-steel, and the length on the edge of a wing, described right side is shorter than the edge of a wing, described left side.
3. a kind of precast shear wall novel perps attachment structure as claimed in claim 1, it is characterised in that: described channel-section steel is recessed
Groove, the size of described groove matches with the size on the edge of a wing, described right side, just the edge of a wing, described right side is arranged in described groove
In.
4. a kind of precast shear wall novel perps attachment structure as claimed in claim 1, it is characterised in that: described left side is pre-buried
Shaped steel and the pre-buried shaped steel in described right side are uiform section along the cross section of short transverse, and along described left side precast shear wall and institute
The height stating right side precast shear wall is arranged continuously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620622855.2U CN205840047U (en) | 2016-06-22 | 2016-06-22 | A kind of precast shear wall novel perps attachment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620622855.2U CN205840047U (en) | 2016-06-22 | 2016-06-22 | A kind of precast shear wall novel perps attachment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205840047U true CN205840047U (en) | 2016-12-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620622855.2U Withdrawn - After Issue CN205840047U (en) | 2016-06-22 | 2016-06-22 | A kind of precast shear wall novel perps attachment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205840047U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926808A (en) * | 2016-06-22 | 2016-09-07 | 福建工程学院 | Prefabricated shear wall novel vertical joint connection structure and construction method |
| CN106836569A (en) * | 2017-04-18 | 2017-06-13 | 广西大学 | Aluminium alloy combined concrete shear wall connected vertically |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| CN109162379A (en) * | 2018-10-17 | 2019-01-08 | 苏州昆仑绿建木结构科技股份有限公司 | A kind of connection structure of the high-strength wooden shear wall |
| CN110185171A (en) * | 2019-06-27 | 2019-08-30 | 安徽劲帆建设有限公司 | A kind of prefabricated wall construction of assembled architecture and its installation method |
| CN111502061A (en) * | 2020-04-20 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Horizontal connecting structure of assembled shear wall and construction method thereof |
| CN112854539A (en) * | 2021-01-15 | 2021-05-28 | 上海应用技术大学 | Vertical seam friction power consumption connecting device of assembled shear force wall |
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN116517143A (en) * | 2023-06-25 | 2023-08-01 | 中冶建筑研究总院有限公司 | Shear wall with steel-concrete combined structure and connecting method |
-
2016
- 2016-06-22 CN CN201620622855.2U patent/CN205840047U/en not_active Withdrawn - After Issue
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926808A (en) * | 2016-06-22 | 2016-09-07 | 福建工程学院 | Prefabricated shear wall novel vertical joint connection structure and construction method |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| CN106836569B (en) * | 2017-04-18 | 2023-02-28 | 广西大学 | Aluminum alloy concrete combined shear wall with vertical connection |
| CN106836569A (en) * | 2017-04-18 | 2017-06-13 | 广西大学 | Aluminium alloy combined concrete shear wall connected vertically |
| CN109162379A (en) * | 2018-10-17 | 2019-01-08 | 苏州昆仑绿建木结构科技股份有限公司 | A kind of connection structure of the high-strength wooden shear wall |
| CN109162379B (en) * | 2018-10-17 | 2024-02-13 | 苏州昆仑绿建木结构科技股份有限公司 | Connection structure of high-strength wood shear wall |
| CN110185171A (en) * | 2019-06-27 | 2019-08-30 | 安徽劲帆建设有限公司 | A kind of prefabricated wall construction of assembled architecture and its installation method |
| CN111502061A (en) * | 2020-04-20 | 2020-08-07 | 安徽筑砼装配式建筑研究院有限公司 | Horizontal connecting structure of assembled shear wall and construction method thereof |
| CN112854539A (en) * | 2021-01-15 | 2021-05-28 | 上海应用技术大学 | Vertical seam friction power consumption connecting device of assembled shear force wall |
| CN112854539B (en) * | 2021-01-15 | 2022-08-09 | 上海应用技术大学 | Vertical seam friction power consumption connecting device of assembled shear force wall |
| CN113431223A (en) * | 2021-07-01 | 2021-09-24 | 重庆大学 | I-shaped clamping groove type composite shear wall and splicing method thereof |
| CN116517143A (en) * | 2023-06-25 | 2023-08-01 | 中冶建筑研究总院有限公司 | Shear wall with steel-concrete combined structure and connecting method |
| CN116517143B (en) * | 2023-06-25 | 2023-09-22 | 中冶建筑研究总院有限公司 | Shear wall with steel-concrete combined structure and connecting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161228 Effective date of abandoning: 20180504 |
|
| AV01 | Patent right actively abandoned |