CN207332029U - Single muscle shear wall structure vertically engages portion connecting structure - Google Patents
Single muscle shear wall structure vertically engages portion connecting structure Download PDFInfo
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- CN207332029U CN207332029U CN201721344601.XU CN201721344601U CN207332029U CN 207332029 U CN207332029 U CN 207332029U CN 201721344601 U CN201721344601 U CN 201721344601U CN 207332029 U CN207332029 U CN 207332029U
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- shear wall
- shearing resistance
- muscle
- precast shear
- resistance portion
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Abstract
The utility model provides a kind of single muscle shear wall structure and vertically engages portion connecting structure, including：First precast shear wall, the both sides of first precast shear wall are respectively equipped with the first shearing resistance portion, the first shearing resistance muscle through the first shearing resistance portion are equipped with first precast shear wall, and the first shearing resistance muscle stretches out the first shearing resistance portion and forms the first inserting section；Second precast shear wall, the both sides of second precast shear wall are respectively equipped with the second shearing resistance portion, the second shearing resistance muscle through the second shearing resistance portion is equipped with second precast shear wall, the second shearing resistance muscle stretches out the second shearing resistance portion and forms the second inserting section, second inserting section is connected to first inserting section by extruding sleeve, and casting space is formed between second precast shear wall and first precast shear wall；And concrete, pour in the casting space.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 single vertical junction surface of muscle 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 single muscle 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 single muscle shear wall structure vertically engages portion connecting structure, including：
First precast shear wall, the both sides of first precast shear wall are respectively equipped with the first shearing resistance portion, and described first is pre-
The first shearing resistance muscle through the first shearing resistance portion is equipped with shear wall processed, the first shearing resistance muscle stretches out the first shearing resistance portion
Form the first inserting section；
Second precast shear wall, the both sides of second precast shear wall are respectively equipped with the second shearing resistance portion, and described second is pre-
The second shearing resistance muscle through the second shearing resistance portion is equipped with shear wall processed, the second shearing resistance muscle stretches out the second shearing resistance portion
Form the second inserting section, second inserting section is connected to first inserting section by extruding sleeve, and described second prefabricated cuts
Casting space is formed between power wall and first precast shear wall；And
Concrete, pours in the casting space.
Further, the quantity in the first shearing resistance portion is multiple that multiple first shearing resistance portions are prefabricated along described first
The short transverse of shear wall is arranged at intervals, vertical equipped be connected to multiple first inserting sections first in the concrete
Muscle.
Further, the first shearing resistance portion is in truncated rectangular pyramids structure.
Further, the first shearing resistance portion is in rectangular parallelepiped structure.
Further, the quantity in the second shearing resistance portion is multiple that multiple second shearing resistance portions are prefabricated along described second
The short transverse of shear wall is arranged at intervals, vertical equipped be connected to multiple second inserting sections second in the concrete
Muscle.
Further, the side equipped with the first shearing resistance portion of first precast shear wall is crude face.
Further, the side equipped with the second shearing resistance portion of second precast shear wall is crude face.
The beneficial effects of the utility model are that the single muscle shear wall structure of the utility model vertically engages portion connecting structure
By forming the first inserting section in stretching out the first precast shear wall and the second precast shear wall on the first shearing resistance muscle, the second shearing resistance muscle
With the second inserting section for being connected to the first inserting section, avoid traditional fabricated shear wall between the junction surface of two pieces of walls
Substantial amounts of horizontal hoop is set on vertical muscle；Further, the first inserting section is connected to the second inserting section by extruding sleeve, soon
Speed effectively by the first precast shear wall and the second precast shear wall, imitate by the construction for improving the junction surface of fabricated shear wall
Rate.The single muscle shear wall structure of the utility model vertically engages portion connecting structure by being arranged at the first precast shear wall, second
First shearing resistance portion of precast shear wall and second shearing resistance portion casting concrete in casting space effectively improve the first prefabricated shearing
The shear resistance and shock resistance at the junction surface of wall and the second precast shear wall.
Brief description of the drawings
Fig. 1 is the schematic diagram that the single muscle shear wall structure of the utility model vertically engages portion connecting structure.
Fig. 2 is the partial enlarged view at A in Fig. 1.
Fig. 3 is the top view that the single muscle shear wall structure of the utility model vertically engages portion connecting structure.
Fig. 4 is the schematic diagram for interior wall that the single muscle shear wall structure of the utility model vertically engages portion connecting structure.
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 single muscle shear wall structure of the utility model vertically engages the schematic diagram of portion connecting structure, Fig. 2 is A in Fig. 1
Partial enlarged view, the Fig. 3 at place vertically engage the top view of portion connecting structure, Fig. 4 for the single muscle shear wall structure of the utility model
The schematic diagram for interior wall of portion connecting structure is vertically engaged for the single muscle shear wall structure of the utility model.
Referring to figs. 1 to shown in Fig. 4, the utility model provides a kind of vertical junction surface connection knot of single muscle shear wall structure
Structure, including the first precast shear wall 1, the second precast shear wall 2, extruding sleeve 3 and concrete 4.
The both sides of first precast shear wall 1 are respectively equipped with the first shearing resistance portion 11, are equipped with the first precast shear wall 1 through the
The first shearing resistance muscle 12 in one shearing resistance portion 11, the first shearing resistance muscle 12 stretch out the first shearing resistance portion 11 and form the first inserting section 121.
The both sides of second precast shear wall 2 are respectively equipped with the second shearing resistance portion 21, are equipped with the second precast shear wall 2 through the
The second shearing resistance muscle 22 in two shearing resistance portions 21, the second shearing resistance muscle 22 stretch out the second shearing resistance portion 21 and form the second inserting section 221.Second inserts
Connect section 221 and be connected to the first inserting section 121 by extruding sleeve 3.Second precast shear wall 2 and first precast shear wall 1
Between form casting space, concrete 4 has been poured in the casting space.
The single muscle shear wall structure of the utility model vertically engages portion connecting structure and passes through in the first shearing resistance muscle, the second shearing resistance
The first precast shear wall is stretched out on muscle and the second precast shear wall forms the first inserting section and is connected to the second of the first inserting section
Inserting section, avoids traditional fabricated shear wall from setting substantial amounts of horizontal hoop on vertical muscle between the junction surface of two pieces of walls
Muscle；Further, the first inserting section is connected to the second inserting section by extruding sleeve, fast and effectively by the first precast shear wall
With the second precast shear wall, the construction efficiency at the junction surface of fabricated shear wall is improved.The single muscle shear wall of the utility model
Structure vertically engages portion connecting structure by being arranged at the first precast shear wall, the first shearing resistance portion of the second precast shear wall and
Two shearing resistance portion casting concretes in casting space effectively improve the junction surface of the first precast shear wall and the second precast shear wall
Shear resistance and shock resistance.
Refering to Fig. 1 and Fig. 2, the quantity in the first shearing resistance portion 11 is multiple.Multiple first shearing resistance portions 11 are along the first prefabricated shearing
The short transverse of wall 1 is arranged at intervals.The quantity of first shearing resistance muscle 12 and the quantity in the first shearing resistance portion 11 match, correspondingly, the
The quantity of one inserting section 121 and the quantity in the first shearing resistance portion 11 match.It is equipped with concrete and is connected to multiple first inserting sections
121 the first vertical muscle 41.
With continued reference to Fig. 1 and Fig. 2, the quantity in the second shearing resistance portion is multiple, and multiple second shearing resistance portions are along described second
The short transverse of precast shear wall is arranged at intervals, perpendicular equipped be connected to multiple second inserting sections second in the concrete
To muscle.
The quantity in the second shearing resistance portion 21 is multiple.Short transverse interval of the second shearing resistance portion 21 along the second precast shear wall 2
Set.The quantity of second shearing resistance muscle 22 and the quantity in the second shearing resistance portion 21 match, correspondingly, the quantity of the second inserting section 221
Match with the quantity in the second shearing resistance portion 21.The the second vertical muscle 42 for being connected to multiple second inserting sections 221 is equipped with concrete.
As a kind of preferable embodiment, the first shearing resistance portion 11 and the second shearing resistance portion 21 are cuboid.
In the present embodiment, the first shearing resistance portion 11 and the second shearing resistance portion 21 are prismatoid.Further, the first shearing resistance portion 11
It is truncated rectangular pyramids with the second shearing resistance portion 21.
As a kind of preferable embodiment, extruding sleeve 3 is cold extrusion steel bushing.It is pre- by first when constructing at the scene
1 and second precast shear wall 2 of shear wall processed by mechanical hoisting in place after, the first inserting section 121 is inserted into the of extruding sleeve
Second inserting section 221, is inserted into the second end of extruding sleeve, then the extruding pincers extruding extruding sleeve by cold extrusion press by one end,
Extruding sleeve is produced plastic deformation, closely pressing forms connector with the surface of the first inserting section and the second inserting section.Using extruding
The first inserting section of extrusion socket joint and the second inserting section have that stable quality is reliable, not affected by environment, can all-weather construction,
And the advantages that shock resistance of connector, fatigue durability, good lower temperature resistance.
It is crude face that first precast shear wall, which is equipped with the first side in the first shearing resistance portion and second side,.Second prefabricated cuts
The first side equipped with the second shearing resistance portion and second side of power wall are crude face.Specifically, when the first precast shear wall, the
Two precast shear walls be prefabricated in the factory production when, can be prefabricated by first by hydraulic giant or brush when concreting is pre-hardening
Shear wall and the second precast shear wall be equipped with the first shearing resistance portion, concrete is washed away or brushed off one layer by the side in the second shearing resistance portion
And form crude face.
The sequence of construction that the single muscle shear wall structure of the utility model vertically engages portion connecting structure is：First prefabricated shearing
The vertical of wall installs.The vertical of second precast shear wall installs.First precast shear wall and the second precast shear wall
Between the first inserting section and the second inserting section by extruding extrusion socket joint.First vertical muscle is vertically set simultaneously
Multiple first portions of plugging are welded to connect in the first vertical muscle.Second vertical muscle is vertically set, and by multiple second
The portion of plugging is welded to connect in the second vertical muscle.Both sides between the first precast shear wall and the second precast shear wall set up internal model
Plate and exterior sheathing.The casting concrete in casting space.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 external wall structure, can also be used for
Interior wall wall construction.It is illustrated in figure 3 single muscle shear wall structure and vertically engages portion connecting structure in the application on external wall structure,
After single muscle shear wall structure vertically engages portion connecting structure construction, construction heat-insulating layer 5 and decorative cover successively on the outside of it
Layer 6.It is illustrated in figure 4 single muscle shear wall structure and vertically engages portion connecting structure in the application in interior wall structure.
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 (7)
1. a kind of single muscle shear wall structure vertically engages portion connecting structure, it is characterised in that including：
First precast shear wall, the both sides of first precast shear wall are respectively equipped with the first shearing resistance portion, and described first prefabricated cuts
The first shearing resistance muscle through the first shearing resistance portion is equipped with power wall, the first shearing resistance muscle stretches out the first shearing resistance portion and formed
First inserting section；
Second precast shear wall, the both sides of second precast shear wall are respectively equipped with the second shearing resistance portion, and described second prefabricated cuts
The second shearing resistance muscle through the second shearing resistance portion is equipped with power wall, the second shearing resistance muscle stretches out the second shearing resistance portion and formed
Second inserting section, second inserting section are connected to first inserting section, second precast shear wall by extruding sleeve
Casting space is formed between first precast shear wall；And
Concrete, pours in the casting space.
2. single muscle shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
The quantity in one shearing resistance portion is multiple, and multiple first shearing resistance portions are set along the short transverse interval of first precast shear wall
Put, the first vertical muscle for being connected to multiple first inserting sections is equipped with the concrete.
3. single muscle shear wall structure according to claim 2 vertically engages portion connecting structure, it is characterised in that described
One shearing resistance portion is in truncated rectangular pyramids structure.
4. single muscle shear wall structure according to claim 2 vertically engages portion connecting structure, it is characterised in that described
One shearing resistance portion is in rectangular parallelepiped structure.
5. single muscle shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
The quantity in two shearing resistance portions is multiple, and multiple second shearing resistance portions are set along the short transverse interval of second precast shear wall
Put, the second vertical muscle for being connected to multiple second inserting sections is equipped with the concrete.
6. single muscle shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
The side equipped with the first shearing resistance portion of one precast shear wall is crude face.
7. single muscle shear wall structure according to claim 1 vertically engages portion connecting structure, it is characterised in that described
The side equipped with the second shearing resistance portion of two precast shear walls is crude face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721344601.XU CN207332029U (en) | 2017-10-18 | 2017-10-18 | Single muscle shear wall structure vertically engages portion connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721344601.XU CN207332029U (en) | 2017-10-18 | 2017-10-18 | Single muscle shear wall structure vertically engages portion connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207332029U true CN207332029U (en) | 2018-05-08 |
Family
ID=62364874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721344601.XU Active CN207332029U (en) | 2017-10-18 | 2017-10-18 | Single muscle shear wall structure vertically engages portion connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207332029U (en) |
-
2017
- 2017-10-18 CN CN201721344601.XU patent/CN207332029U/en active Active
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| GR01 | Patent grant | ||
| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20221125 Granted publication date: 20180508 |