CN207332028U - Assembly of shear wall structure vertically engages portion connecting structure - Google Patents
Assembly of shear wall structure vertically engages portion connecting structure Download PDFInfo
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- CN207332028U CN207332028U CN201721344453.1U CN201721344453U CN207332028U CN 207332028 U CN207332028 U CN 207332028U CN 201721344453 U CN201721344453 U CN 201721344453U CN 207332028 U CN207332028 U CN 207332028U
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- shear wall
- shearing resistance
- resistance groove
- precast shear
- muscle
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Abstract
The utility model provides a kind of assembly of shear wall structure and vertically engages portion connecting structure, including：First precast shear wall, the first side of the first precast shear wall have been recessed the first shearing resistance groove, the first grafting muscle are equipped with the first shearing resistance groove；Second precast shear wall, first side of the second precast shear wall has been recessed the second shearing resistance groove, casting space is formed between first side of the first precast shear wall and the first side of the second precast shear wall and between the first shearing resistance groove and the second shearing resistance groove, the second grafting muscle is equipped with second shearing resistance groove, the second grafting muscle is connected to the first grafting muscle；And concrete, pour in forming induration in casting space, the both sides of induration are respectively formed with the first plug division being plugged in the first shearing resistance groove and the second plug division being plugged in the second shearing resistance groove.The utility model solves the problems, such as the connecting structure low construction efficiency of the junction node of fabricated shear wall.
Description
Technical field
It the utility model is related to technical field of building construction, and in particular to a kind of vertical junction surface of assembly of shear wall structure
Connection structure.
Background technology
In recent years, with appearance of the China to the policy guidance and preferential policy of assembled-type house, fabricated shear wall knot
Structure has obtained development energetically, and the structure thinking of assembled entirety shear wall is that the component of building structure is divided into many lists
Member, then carries out pouring molding in factory for prefabrication or precasting yard to unit, passes through machinery in transport to construction site
Lifting is in place, the assembly of shear wall structure being finally formed by connecting using wet type.Assembly of shear wall structure was in the past vertical at its
Junction node is connected using rear pouring concrete sleeper, and sleeper need to configure vertical reinforcement and stirrup.Assembly of shear wall structure engages
Node concerns the main body safety of structure, and the connection construction efficiency at junction node is low and long construction period.
Utility model content
The defects of to overcome present in the prior art, now provide a kind of assembly of shear wall structure vertical junction surface connection knot
Structure, to solve the problems, such as the connecting structure low construction efficiency of the junction node of fabricated shear wall.
To achieve the above object, there is provided a kind of assembly of shear wall structure vertically engages portion connecting structure, including：
First precast shear wall, the first side of first precast shear wall have been recessed the first shearing resistance groove, and described
The first grafting muscle is equipped with one shearing resistance groove；
Second precast shear wall, the first side of second precast shear wall have been recessed the second shearing resistance groove, and described
Between first side of one precast shear wall and the first side of second precast shear wall and the first shearing resistance groove with it is described
Casting space is formed between second shearing resistance groove, the second grafting muscle, the second grafting muscle connection are equipped with the second shearing resistance groove
In the first grafting muscle；And
Concrete, pours in forming induration in the casting space, the both sides of the induration are respectively formed with grafting
In the first plug division in the first shearing resistance groove and the second plug division being plugged in the second shearing resistance groove.
Further, the quantity of the first shearing resistance groove is multiple that multiple first shearing resistance grooves are prefabricated along described first
The short transverse of shear wall is arranged at intervals；The quantity of the second shearing resistance groove is multiple, and multiple second shearing resistance grooves are described in
The short transverse of second precast shear wall is arranged at intervals.
Further, first precast shear wall is equipped with first level muscle, and the first level muscle is located at adjacent two institute
Between stating the first shearing resistance groove, second precast shear wall is equipped with the second horizontal bar, and second horizontal bar is located at adjacent two institute
Between stating the second shearing resistance groove, second horizontal bar is connected to the first level muscle.
Further, second horizontal bar is connected to the first level muscle, the coagulation by the first extruding sleeve
The the first vertical muscle for being connected to the first extruding sleeve is equipped with soil.
Further, the shape of the first shearing resistance groove is prismatoid, and close described the first of the first shearing resistance groove is pre-
The bore of first side of shear wall side processed is more than the of the remote first precast shear wall side of the first shearing resistance groove
The bore of two sides.
Further, the first side of first precast shear wall is crude face.
Further, the first side of second precast shear wall is crude face.
Further, the second grafting muscle is connected to the first grafting muscle, the coagulation by the second extruding sleeve
The the second vertical muscle for being connected to the second extruding sleeve is equipped with soil.
The beneficial effects of the utility model are that the vertical junction surface connection of assembly of shear wall structure of the utility model is tied
Structure sets shearing resistance groove by the side of fabricated shear wall, and the concrete being placed in after concreting in shearing resistance groove forms slotting
The plug division of shearing resistance groove is connected to, improves the shearing resistance and the first precast shear wall and the second precast shear wall of fabricated shear wall
The stability of connection；By being embedded in the first grafting muscle and the second grafting in the first precast shear wall and the second precast shear wall in advance
Muscle, constructs at the scene, on the one hand avoids and uses water at the vertical junction surface of the first precast shear wall and the second precast shear wall
Flat stirrup, improves the connection site operation efficiency of fabricated shear wall, shortens the site operation cycle, and then can improve dress
The construction requirement of speed of application and reduction field operation with formula industrialized house.
Brief description of the drawings
Fig. 1 is the schematic diagram that the utility model assembly of shear wall structure vertically engages portion connecting structure.
Fig. 2 is showing for the first precast shear wall that the utility model assembly of shear wall structure vertically engages portion connecting structure
It is intended to.
Fig. 3 is cuing open for the first precast shear wall that the utility model assembly of shear wall structure vertically engages portion connecting structure
View.
Fig. 4 is the side for the first precast shear wall that the utility model assembly of shear wall structure vertically engages portion connecting structure
View.
Embodiment
Illustrate the embodiment of the utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With carrying out various modifications or alterations under the spirit without departing from the utility model.
Fig. 1 is that the utility model assembly of shear wall structure vertically engages the schematic diagram of portion connecting structure, Fig. 2 is this practicality
It is new for this practicality that novel fabricated shear wall structure vertically engages the schematic diagram of the first precast shear wall of portion connecting structure, Fig. 3
Type assembly of shear wall structure vertically engages the sectional view of the first precast shear wall of portion connecting structure, Fig. 4 is the utility model
Assembly of shear wall structure vertically engages the side view of the first precast shear wall of portion connecting structure.
Referring to figs. 1 to shown in Fig. 4, the utility model provides a kind of vertical junction surface connection knot of assembly of shear wall structure
Structure, including the first precast shear wall 1, the second precast shear wall 2 and concrete 4.
First side of the first precast shear wall 1 has been recessed the first shearing resistance groove 11, and first is equipped with the first shearing resistance groove 11
Grafting muscle 111.First side of the second precast shear wall 2 has been recessed the second shearing resistance groove 21, and the first of the first precast shear wall 1
Formed between side and the first side of the second precast shear wall 2 and between the first shearing resistance groove 11 and the second shearing resistance groove 21 and pour sky
Between, the second grafting muscle 211 is equipped with the second shearing resistance groove 21, the second grafting muscle 211 is connected to the first grafting muscle 111.Concrete 4 pours
Build in forming induration in casting space, the both sides of induration are respectively formed with the first grafting being plugged in the first shearing resistance groove 11
Portion and the second plug division being plugged in the second shearing resistance groove 21.
The assembly of shear wall structure of the utility model vertically engages side of the portion connecting structure by fabricated shear wall
Shearing resistance groove is set, and the concrete being placed in after concreting in shearing resistance groove forms the plug division (first for being plugged in shearing resistance groove
Plug division and the second plug division), improve the shearing resistance and the first precast shear wall and the second prefabricated shearing of fabricated shear wall
The stability of wall connection；By being embedded in the first grafting muscle and the second grafting in the first precast shear wall and the second precast shear wall in advance
Muscle, constructs at the scene, on the one hand avoids and uses water at the vertical junction surface of the first precast shear wall and the second precast shear wall
Flat stirrup, improves the connection site operation efficiency of fabricated shear wall, shortens the site operation cycle, and then can improve dress
The construction requirement of speed of application and reduction field operation with formula industrialized house.
Specifically, referring to Fig. 1, the second grafting muscle 211 is connected to the first grafting muscle 111, coagulation by the second extruding sleeve 5
The the second vertical muscle for being connected to the second extruding sleeve 5 is embedded with soil 3.
As a kind of preferable embodiment, the second extruding sleeve 5 is cold extrusion steel bushing.When constructing at the scene, by
One precast shear wall 1 and the second precast shear wall 2 by mechanical hoisting in place after, the first grafting muscle 111 is inserted into the second extruding
Second grafting muscle 211, is inserted into the second end of the first extruding sleeve by the first end of sleeve 5, then is clamped by the extruding of cold extrusion press
The extruding sleeve 5 of extruding second, makes the second extruding sleeve produce plastic deformation tight with the surface of the first grafting muscle and the second grafting muscle
Close pressing forms connector.It is reliable with stable quality using extruding extrusion socket joint the first grafting muscle and the second grafting muscle, no
It is affected by environment, can all-weather construction, and the advantages that the shock resistance of connector, fatigue durability, lower temperature resistance are good.
In the present embodiment, the quantity of the first shearing resistance groove 11 is multiple, and multiple first shearing resistance grooves 11 are along the first prefabricated shearing
The short transverse of wall 1 is arranged at intervals.The quantity of second shearing resistance groove 21 is multiple, and multiple second shearing resistance grooves 21 are along the second prefabricated shearing
The short transverse of wall 2 is arranged at intervals.
Referring to Fig. 1 to Fig. 4, first level muscle 12 is equipped with the first precast shear wall 1, first level muscle 12 is located at adjacent two
Between first shearing resistance groove 11, the second precast shear wall 2 is equipped with the second horizontal bar 22, and the second horizontal bar 22 is anti-positioned at adjacent 2 second
Between cutting groove 21, the second horizontal bar 22 is connected to first level muscle 12.
Second horizontal bar 22 is connected to first level muscle 12 by the first extruding sleeve 3, is embedded with and is connected in concrete 3
First vertical muscle of the first extruding sleeve 3.
As a kind of preferable embodiment, the first extruding sleeve 3 is cold extrusion steel bushing.
The shape of first shearing resistance groove and the second shearing resistance groove is in cuboid or prismatoid.Correspondingly, what concreting was formed
The first plug division and the second plug division of induration also match rectangular for the shape with the first shearing resistance groove and the second shearing resistance groove
Body or prismatoid.
In the present embodiment, the shape prismatoid of the first shearing resistance groove 11, the close precast shear wall 1 of the first shearing resistance groove 11
The bore of first side of the first side is more than the bore of the second side of the first side of the remote precast shear wall 1 of the first shearing resistance groove 11.
Correspondingly, the shape of the second shearing resistance groove 21 is prismatoid, the first side of close second precast shear wall 2 of the second shearing resistance groove 21
The bore of first side is more than the bore of the second side of the first side away from the second precast shear wall 2 of the second shearing resistance groove 21.
In the present embodiment, the distance between the first precast shear wall and the second precast shear wall should be not less than 300mm~
350mm。
First precast shear wall, the side equipped with shearing resistance groove of the second precast shear wall are crude face.Specifically, when the
One precast shear wall, the second precast shear wall be prefabricated in the factory production when, when concreting is pre-hardening, can by hydraulic giant or
Concrete is washed away or brushed off one layer by the side equipped with shearing resistance groove of the first precast shear wall and the second precast shear wall by brush
And form crude face.
The sequence of construction that the utility model assembly of shear wall structure vertically engages portion connecting structure is：First prefabricated shearing
The vertical of wall installs.The vertical of second precast shear wall installs.By the first precast shear wall and the second prefabricated shearing
The first grafting muscle between wall is by the second extruding extrusion socket joint in the second grafting muscle.By the second vertical muscle vertically
Set, and the second vertical muscle is welded to connect and extrudes sleeve in second.First level muscle and the second horizontal bar pass through the first extruding
Extrusion socket joint.First vertical muscle is vertically set and is welded to connect the first vertical muscle and extrudes sleeve in first.
Both sides between the first precast shear wall and the second precast shear wall set up inner template and exterior sheathing.Poured in casting space
Concrete.Remove inner template and exterior sheathing.
The connection structure of the fabricated shear wall of the utility model can be, but not limited to be used for interior wall structure, can also be used for
External wall structure, as shown in Figure 1, assembly of shear wall structure vertically engage portion connecting structure construction after, on the outside of it according to
Secondary construction heat-insulating layer and architectural surface.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
The bright revealed content of book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model.
The utility model is described in detail above in association with attached drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as protection domain using the scope that the appended claims define.
Claims (8)
1. a kind of assembly of shear wall structure vertically engages portion connecting structure, it is characterised in that including：
First precast shear wall, the first side of first precast shear wall have been recessed the first shearing resistance groove, and described first is anti-
Cut and the first grafting muscle is equipped with groove；
Second precast shear wall, the first side of second precast shear wall have been recessed the second shearing resistance groove, and described first is pre-
Between first side of shear wall processed and the first side of second precast shear wall and the first shearing resistance groove and described second
Casting space is formed between shearing resistance groove, is equipped with the second grafting muscle in the second shearing resistance groove, the second grafting muscle is connected to institute
State the first grafting muscle；And
Concrete, pours in forming induration in the casting space, the both sides of the induration, which are respectively formed with, is plugged in institute
State the first plug division in the first shearing resistance groove and the second plug division being plugged in the second shearing resistance groove.
2. assembly of shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
The quantity of one shearing resistance groove is multiple, and multiple first shearing resistance grooves are set along the short transverse interval of first precast shear wall
Put；The quantity of the second shearing resistance groove is multiple, height side of multiple second shearing resistance grooves along second precast shear wall
To interval setting.
3. assembly of shear wall structure according to claim 2 vertically engages portion connecting structure, it is characterised in that described
One precast shear wall is equipped with first level muscle, and the first level muscle is between the adjacent 2 first shearing resistance grooves, and described
Two precast shear walls are equipped with the second horizontal bar, and second horizontal bar is between the adjacent 2 second shearing resistance grooves, and described
Two horizontal bars are connected to the first level muscle.
4. assembly of shear wall structure according to claim 3 vertically engages portion connecting structure, it is characterised in that described
Two horizontal bars are connected to the first level muscle by the first extruding sleeve, are equipped with the concrete and are connected to described first and squeeze
First vertical muscle of pressing sleeve cylinder.
5. assembly of shear wall structure according to claim 3 vertically engages portion connecting structure, it is characterised in that described
The shape of one shearing resistance groove is prismatoid, the mouth of the first side of the close first precast shear wall side of the first shearing resistance groove
Footpath is more than the bore of the second side of the remote first precast shear wall side of the first shearing resistance groove.
6. assembly of shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
First side of one precast shear wall is crude face.
7. assembly of shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
First side of two precast shear walls is crude face.
8. assembly of shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
Two grafting muscle are connected to the first grafting muscle by the second extruding sleeve, are equipped with the concrete and are connected to the second extruded sleeve
Second vertical muscle of cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721344453.1U CN207332028U (en) | 2017-10-18 | 2017-10-18 | Assembly of shear wall structure vertically engages portion connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721344453.1U CN207332028U (en) | 2017-10-18 | 2017-10-18 | Assembly of shear wall structure vertically engages portion connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207332028U true CN207332028U (en) | 2018-05-08 |
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ID=62364857
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721344453.1U Active CN207332028U (en) | 2017-10-18 | 2017-10-18 | Assembly of shear wall structure vertically engages portion connecting structure |
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| CN (1) | CN207332028U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219392A (en) * | 2019-06-25 | 2019-09-10 | 阿克苏浩瀚工程咨询有限公司 | A kind of earthquake-resistant anti-collapse fabricated shear wall |
| CN111021583A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Vertical connection structure of assembled shear wall structure |
| WO2020114032A1 (en) * | 2018-12-07 | 2020-06-11 | 青岛理工大学 | Prefabricated and assembled double-steel-plate concrete shear wall connection assembly and usage method therefor |
-
2017
- 2017-10-18 CN CN201721344453.1U patent/CN207332028U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020114032A1 (en) * | 2018-12-07 | 2020-06-11 | 青岛理工大学 | Prefabricated and assembled double-steel-plate concrete shear wall connection assembly and usage method therefor |
| CN110219392A (en) * | 2019-06-25 | 2019-09-10 | 阿克苏浩瀚工程咨询有限公司 | A kind of earthquake-resistant anti-collapse fabricated shear wall |
| CN110219392B (en) * | 2019-06-25 | 2020-12-01 | 江西建邦建设集团有限公司 | Anti-earthquake collapse-proof assembled shear wall |
| CN111021583A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Vertical connection structure of assembled shear wall structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20221125 Granted publication date: 20180508 |
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| PP01 | Preservation of patent right |