CN106906922A - A kind of horizontal slurry anchor connection structure of prefabricated assembled shear wall - Google Patents
A kind of horizontal slurry anchor connection structure of prefabricated assembled shear wall Download PDFInfo
- Publication number
- CN106906922A CN106906922A CN201710287840.4A CN201710287840A CN106906922A CN 106906922 A CN106906922 A CN 106906922A CN 201710287840 A CN201710287840 A CN 201710287840A CN 106906922 A CN106906922 A CN 106906922A
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- China
- Prior art keywords
- shear wall
- hole
- connection structure
- anchor connection
- prefabricated assembled
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
A kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall of the present invention, including：The first shear wall and the second shear wall for setting laterally side by side, there is gap between the two, in first shear wall and the second shear wall vertical muscle is embedded with along longitudinal direction, first through hole and the second through hole are respectively arranged with first shear wall and the second shear wall, first through hole is longitudinally disposed, second through hole is transversely set, and its two ends connects with first through hole and gap respectively, steel reinforcement cage is equiped with two first through hole, connected as one by tension rib between two steel reinforcement cages, concrete is cast with first through hole, the second through hole and gap.Two panels shear wall is carried out by level connection joint using cast in place reinforced bar cage, make connection between shear wall more easily and effectively, and the horizontal slurry anchor connection of use simplifies installation steps, it is ensured that construction quality, improve shear wall and bear horizontal direction external force ability, with antidetonation, security feature；Simple structure, easy construction, it is possible to increase efficiency of construction, time-consuming.
Description
Technical field：
The present invention relates to construction engineering technical field, and in particular to a kind of prefabricated assembled horizontal slurry anchor connection knot of shear wall
Structure.
Background technology：
Fabricated shear wall level connection joint couples together left side shear wall and right side shear wall by peculiar technology
A kind of type of attachment.Compared with cast-in-place structural, three materials, and easy construction can be saved, the duration can be shortened.Fabricated shear wall
The characteristics of structure has cast-in-place and prefabricated concurrently, in having been widely used for fabricated construction at present.China's concerned countries standard is to dress
Design and construction with formula shear wall structure have clearly regulation, the section connected horizontally between current shear wall and shear wall
Point mostly using in shear wall set horizontal reinforcement and vertical reinforcement, this kind of mode cause amount of reinforcement big, relatively costly and
Transmit horizontal direction external force it is limited in one's ability.
It is, therefore, desirable to provide a kind of more applicable horizontal slurry anchor connection structure of prefabricated assembled shear wall, is made with meeting
Use demand.
The content of the invention：
It is an object of the invention to provide a kind of prefabricated assembled shear wall water that can improve shear wall horizontal direction force
Flat slurry anchor connection structure.
To achieve the above object, the present invention uses following technical scheme：
The horizontal slurry anchor connection structure of a kind of prefabricated assembled shear wall that the present invention is provided, including：Set laterally side by side
First shear wall and the second shear wall, it is pre- along longitudinal direction in first shear wall and the second shear wall between the two with gap
Vertical muscle is embedded with, first through hole and the second through hole are respectively arranged with first shear wall and the second shear wall, described first leads to
Hole is longitudinally disposed, and second through hole is transversely set, and its two ends connects with the first through hole and the gap respectively,
Steel reinforcement cage is equiped with two first through hole, is connected as one by tension rib between two steel reinforcement cages, it is described
Concrete is cast with first through hole, the second through hole and gap.
The many horizontal bars for transversely setting, institute are arranged side by side in first shear wall and the second shear wall in the vertical
Horizontal bar is stated positioned at the both sides of second through hole, and the horizontal bar is vertical towards the first through hole near the one end in the gap
Bending.
The horizontal bar near the first through hole side with first shear wall and the second shear wall in bury
Vertical muscle colligation connection.
The steel reinforcement cage includes circumferentially arranging many longitudinally disposed vertical muscle for setting, and stirrup is set in the vertical muscle periphery,
Colligation is distinguished on the vertical muscle in tension rib two ends so that two steel reinforcement cages are connected as one.
The steel reinforcement cage is connected for square, and vertical muscle colligation at four angles of the stirrup and the steel reinforcement cage.
Described vertical muscle one end is through stirrup and extends to first shear wall and the second shear wall outside, and it extends
The length of wall part is more than the basic anchorage length of vertical muscle.
The first through hole is square, its a length of 100-140mm, a width of 100mm-140mm.
The width in the gap is 20-40mm.
Second entire widths are 20-60mm.
A kind of beneficial effect of the prefabricated assembled horizontal slurry anchor connection structure of shear wall of the present invention：Will using cast in place reinforced bar cage
Two panels shear wall carries out level connection joint, makes connection between shear wall more easily and effectively, and the horizontal slurry anchor connection of use can
Simplify installation steps, it is ensured that construction quality, compared with traditional cast-in-place shear wall, fill existing in two intervals of precast shear wall
The mode of pouring concrete, realizes two precast shear wall connections and is formed as an entirety, and shear wall is carried out by junction
Integrated connection, improves shear wall and bears horizontal direction external force ability, the characteristic with antidetonation, safety；Simple structure, construction party
Just, it is possible to increase efficiency of construction, time-consuming, the design of the second through hole used at the same time, live formwork had both been reduced, raising is applied
Work speed, enhances the ability of shear wall lateral resisting again.
Brief description of the drawings：
Fig. 1 is a kind of structural representation of the prefabricated assembled horizontal slurry anchor connection structure of shear wall of the present invention；
Fig. 2 is the generalized section in A-A faces in Fig. 1；
The shear walls of 1- first, the shear walls of 2- second, 3- gaps, 4- indulges muscle, 5- first through hole, the through holes of 6- second, 7- reinforcing bars
Cage, 8- tension ribs, 9- concrete, 10- horizontal bars, 11- stirrups.
Specific embodiment：
With reference to embodiment, the present invention is described in further detail.
According to Fig. 1~Fig. 2, a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall, including：Set laterally side by side
The first shear wall 1 and the second shear wall 2 put, between the two with gap 3, the width in the gap 3 is 20-40mm, described
Vertical muscle 4 is embedded with along longitudinal direction in first shear wall 1 and the second shear wall 2, is divided in the shear wall 2 of first shear wall 1 and second
The through hole 6 of first through hole 5 and second is not provided with, and the first through hole 5 is longitudinally disposed, and second through hole 6 is transversely set,
And its two ends connects with the first through hole 5 and the gap 4 respectively, and the width of the second through hole 6 is 20-60mm, two
Steel reinforcement cage 7 is equiped with the first through hole 5, the steel reinforcement cage 7 includes circumferentially arranging many longitudinally disposed vertical muscle for setting
4, stirrup 11 is set in the periphery of the vertical muscle 4, and colligation is distinguished on the vertical muscle 4 in the two ends of tension rib 8 so that two reinforcing bars
Cage 7 is connected as one, and is constituted one end of vertical muscle 4 of the steel reinforcement cage 7 through stirrup 11 and is extended to first shear wall 1 and the
The outside of two shear wall 2, and its length for extending wall part is more than the basic anchorage length of vertical muscle 4, in the first through hole
5th, it is cast with concrete 9 in the second through hole 6 and gap 3.
The many horizontal bars for transversely setting are arranged side by side in the vertical in the shear wall 2 of first shear wall 1 and second
10, the horizontal bar 10 is located at the both sides of second through hole 6, and one end direction of the horizontal bar 10 near the gap 3 is described
First through hole 5 vertically bend, the horizontal bar 10 near the first through hole 5 side with first shear wall 1 and second
The colligation of vertical muscle 4 connection buried in shear wall 2.
The steel reinforcement cage 7 is connected for square, and the colligation of vertical muscle 4 at 7 four angles of the stirrup 11 and the steel reinforcement cage,
Match, the first through hole 5 is square, its a length of 100-140mm, a width of 100mm-140mm.
An a kind of work progress of the prefabricated assembled horizontal slurry anchor connection structure of shear wall of the present invention is described in detail below：
First, the first shear wall 1 and the second shear wall 2 are fixed, and preset clearance 3 between, in the present embodiment
In, the reserved width of gap 3 is 20mm, then, by vertical muscle 4, stirrup 11, the colligation of tension rib 8 into steel reinforcement cage 7, and makes vertical muscle 4 one
End is through stirrup 11 and extends to the outside of 1 and second shear wall of the first shear wall 2, and it extends the length of wall part
More than the basic anchorage length of vertical muscle 4, two steel reinforcement cages 7 are connected as one by tension rib 8, two steel reinforcement cages 7 are distinguished
In plugging the first through hole 5 opened up onto the first shear wall 1 and the second shear wall 2, in the present embodiment, the first through hole 5
It is square, and its size is 120mm × 120mm, while tension rib 8 is arranged in second through hole 6, the width of the second through hole 6
It is 40mm to spend, and finally, to concrete perfusion 9 in the gap 3, the through hole 6 of first through hole 5 and second, realizes two prefabricated shearings
The integrated connection of wall；And be the first shear wall 1 of enhancing and the pull resistance of the second shear wall 2, first shear wall further
1 and second is arranged side by side many horizontal bars 10 for transversely setting in shear wall 2 in the vertical, and the horizontal bar 10 is located at described the
The both sides of two through holes 6, and the horizontal bar 10 near the gap 3 one end towards the first through hole 5 vertically bend.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention rather than its limitations, to the greatest extent
Pipe has been described in detail with reference to above-described embodiment to the present invention, and those of ordinary skill in the art should be understood：Still may be used
Modified or equivalent with to specific embodiment of the invention, and repaiied without departing from any of spirit and scope of the invention
Change or equivalent, it all should cover in the middle of present claims scope.
Claims (9)
1. the horizontal slurry anchor connection structure of a kind of prefabricated assembled shear wall, it is characterised in that：Including：First for setting laterally side by side
Shear wall and the second shear wall, between the two with gap, are embedded with first shear wall and the second shear wall along longitudinal direction
Vertical muscle, is respectively arranged with first through hole and the second through hole, the first through hole edge in first shear wall and the second shear wall
Longitudinally disposed, second through hole is transversely set, and its two ends connects with the first through hole and the gap respectively, two
Steel reinforcement cage is equiped with the first through hole, is connected as one by tension rib between two steel reinforcement cages, described first
Concrete is cast with through hole, the second through hole and gap.
2. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 1, it is characterised in that：It is described
The many horizontal bars for transversely setting are arranged side by side in first shear wall and the second shear wall in the vertical, the horizontal bar is located at institute
The both sides of the second through hole are stated, and the horizontal bar vertically bends near the one end in the gap towards the first through hole.
3. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 2, it is characterised in that：It is described
Horizontal bar is connected near the side of the first through hole with the vertical muscle colligation buried in first shear wall and the second shear wall.
4. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 1, it is characterised in that：It is described
Steel reinforcement cage includes circumferentially arranging many longitudinally disposed vertical muscle for setting, and stirrup is set in the vertical muscle periphery, tension rib two ends point
Other colligation is on the vertical muscle so that two steel reinforcement cages are connected as one.
5. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 4, it is characterised in that：It is described
Steel reinforcement cage is connected for square, and vertical muscle colligation at four angles of the stirrup and the steel reinforcement cage.
6. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 4, it is characterised in that：It is described
Vertical muscle one end is through stirrup and extends to first shear wall and the second shear wall outside, and it extends the length of wall part
Basic anchorage length of the degree more than vertical muscle.
7. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 1, it is characterised in that：It is described
First through hole is square, its a length of 100-140mm, a width of 100mm-140mm.
8. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 1, it is characterised in that：It is described
The width in gap is 20-40mm.
9. a kind of prefabricated assembled horizontal slurry anchor connection structure of shear wall according to claim 1, it is characterised in that：It is described
Second entire widths are 20-60mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710287840.4A CN106906922B (en) | 2017-04-27 | 2017-04-27 | Horizontal thick liquid anchor connection structure of prefabricated assembled shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710287840.4A CN106906922B (en) | 2017-04-27 | 2017-04-27 | Horizontal thick liquid anchor connection structure of prefabricated assembled shear force wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106906922A true CN106906922A (en) | 2017-06-30 |
| CN106906922B CN106906922B (en) | 2022-03-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710287840.4A Active CN106906922B (en) | 2017-04-27 | 2017-04-27 | Horizontal thick liquid anchor connection structure of prefabricated assembled shear force wall |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1953303A2 (en) * | 2007-01-24 | 2008-08-06 | Construction Systems Marketing Ltd. | Wall construction element, method for manufacturing a wall construction element and an anchor element for a wall construction element |
| CN102011438A (en) * | 2010-11-15 | 2011-04-13 | 沈阳建筑大学 | Shear wall and connecting beam damping system with internally embedded energy consumption steel plate damping devices |
| CN105133728A (en) * | 2015-08-24 | 2015-12-09 | 沈阳建筑大学 | Assembly type concrete structure with cage type connecting components |
| CN205046676U (en) * | 2015-09-29 | 2016-02-24 | 上海筑美阁建筑设计咨询有限公司 | Shear force wall side horizontally connect structure |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| JP2016142021A (en) * | 2015-01-30 | 2016-08-08 | 株式会社奥村組 | Stress conveyance structure between shear wall and lower beam of concrete column-beam frame |
| CN205742613U (en) * | 2016-01-13 | 2016-11-30 | 湖南大学 | A kind of prefabricated assembled overlapped shear wall structure connected by high-strength bolt |
| CN206681207U (en) * | 2017-04-27 | 2017-11-28 | 沈阳建筑大学 | A kind of horizontal slurry anchor connection structure of prefabricated assembled shear wall |
-
2017
- 2017-04-27 CN CN201710287840.4A patent/CN106906922B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1953303A2 (en) * | 2007-01-24 | 2008-08-06 | Construction Systems Marketing Ltd. | Wall construction element, method for manufacturing a wall construction element and an anchor element for a wall construction element |
| CN102011438A (en) * | 2010-11-15 | 2011-04-13 | 沈阳建筑大学 | Shear wall and connecting beam damping system with internally embedded energy consumption steel plate damping devices |
| JP2016142021A (en) * | 2015-01-30 | 2016-08-08 | 株式会社奥村組 | Stress conveyance structure between shear wall and lower beam of concrete column-beam frame |
| CN105133728A (en) * | 2015-08-24 | 2015-12-09 | 沈阳建筑大学 | Assembly type concrete structure with cage type connecting components |
| CN205046676U (en) * | 2015-09-29 | 2016-02-24 | 上海筑美阁建筑设计咨询有限公司 | Shear force wall side horizontally connect structure |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205742613U (en) * | 2016-01-13 | 2016-11-30 | 湖南大学 | A kind of prefabricated assembled overlapped shear wall structure connected by high-strength bolt |
| CN206681207U (en) * | 2017-04-27 | 2017-11-28 | 沈阳建筑大学 | A kind of horizontal slurry anchor connection structure of prefabricated assembled shear wall |
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| CN106906922B (en) | 2022-03-18 |
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