CN208105506U - A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction - Google Patents
A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction Download PDFInfo
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- CN208105506U CN208105506U CN201820470256.2U CN201820470256U CN208105506U CN 208105506 U CN208105506 U CN 208105506U CN 201820470256 U CN201820470256 U CN 201820470256U CN 208105506 U CN208105506 U CN 208105506U
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Abstract
A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction of the utility model, including：The first shear wall and the second shear wall being arranged laterally side by side, first shear wall and the second shear wall are respectively arranged with first boss and second boss on end face toward each other, it encloses to set to be formed in cavity structure between first, second shear wall and the first, second boss and is vertically staggeredly equipped with the first, second U-shaped stirrup, the intersection of first, second U-shaped stirrup forms in degree of lip-rounding structure and is inserted with steel reinforcement cage, and concrete is poured in cavity structure.Save manpower, reduce field operation time and construction is more convenient, the U-shaped stirrup of first, second to be staggered, reduces the use of reinforcing bar, save the cost, it is plugged in the shear-carrying capacity that steel reinforcement cage therein improves shear wall, first, second U-shaped stirrup transmits the force to steel reinforcement cage, and power transmission is clear, and globality improves, shear behavior is good, when earthquake, steel reinforcement cage forms sleeper in shear wall, prevents shear wall from collapsing.
Description
Technical field：
The utility model relates to building structure connecting elements technical fields, and in particular to a kind of prefabricated assembled shear wall is recessed
Slot starches anchor horizontal connection construction.
Background technique：
The innovation and development of prefabricated construction system are the core drives of housing industrialization development.Fabricated shear wall
Structure has that speed of application is fast, quality is reliable and stable and energy saving as the typical forms in prefabricated construction system
The features such as environmentally friendly, and be widely used in China.
When the wallboard weight of prefabricated assembled shear wall is too big or longer dimension, shear wall slab is settable by two pieces or more
Block level is spliced.Therefore, horizontal connection is to ensure that prefabricated assembled shear wall structure has enough bearing capacities, globality
With good ductility etc., the stress performance of structure is mainly influenced.
Have now using more horizontal connection form：Seam crossing formwork casting concrete, is bolted, reserved steel bar is taken
It connects and pours and reserve steel plate overlap joint welding etc..These connection methods solve prefabricated assembled shear wall water to a certain extent
Flat connection, but there is the disadvantages of construction is complex, and cost is high, and overall performance is poor.And reserving hole assembling reinforcement is being constructed
When need template, live assembling reinforcement, constructional difficulties etc. more.Welding and being bolted needs professional technician to operate,
Cost is higher, and quality is not easy to guarantee.
Therefore, it is necessary to innovate existing horizontal connection, propose a kind of to facilitate construction, industrialized production and raising
The prefabricated assembled shear wall horizontal connection construction of the new model of shock resistance.
Utility model content：
The purpose of the utility model is to provide one kind to have simple structure, good seismic performance, overall performance higher, prefabricated
The prefabricated assembled shear wall horizontal connection construction for the features such as degree is high, field operation is simple and cost is lower, can be applied to
More shake areas, and exterior sheathing is not necessarily to when test specimen assembly.
To achieve the above object, the utility model uses following technical scheme：
A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction provided by the utility model, including：Laterally simultaneously
The first shear wall and the second shear wall of setting are arranged, is distinguished on the end face of first shear wall and the second shear wall toward each other
It is provided with first boss and second boss, the end face of the first boss and second boss connects, first shear wall, second
It is enclosed between shear wall, first boss and second boss and sets to form cavity structure, be vertically staggeredly equipped in the cavity structure
The open end of first U-shaped stirrup and the second U-shaped stirrup, the first U-shaped stirrup is embedded in first shear wall, and described
The open end of two U-shaped stirrups is embedded in second shear wall, the coincidence part of the first U-shaped stirrup and the second U-shaped stirrup
Divide and form degree of lip-rounding structure, is inserted with steel reinforcement cage in the degree of lip-rounding structure, is poured concrete in the cavity structure.
First shear wall is towards both ends longitudinal on the end face of second shear wall towards second shear wall
There are two first boss for setting.
The section of the first boss is rectangle.
Second shear wall is towards both ends longitudinal on the end face of first shear wall towards first shear wall
There are two second boss for setting.
The section of the second boss is rectangle.
The end face of the first boss and second boss toward each other is towards being set as inclined-plane inside the cavity structure, institute
The joint for stating first boss and second boss vertically forms V-shaped groove.
It is additionally provided with the U-shaped stirrup of multiple thirds inside first shear wall, is additionally provided with inside the second shear wall multiple
The open end of 4th U-shaped stirrup, the U-shaped stirrup of third and the 4th U-shaped stirrup is arranged toward each other.
The section of the cavity structure is rectangle.
The open end of the U-shaped stirrup of third is embedded in the first boss, and the open end of the 4th U-shaped stirrup is buried
In the second boss.
The intersection of the first U-shaped stirrup and the second U-shaped stirrup forms closure rectangle structure.
A kind of beneficial effect of prefabricated assembled shear wall groove slurry anchor horizontal connection construction of the utility model：In assembly
When, prefabricated the first shear wall and the second shear wall is placed side by side, it is put into the steel reinforcement cage bound, casting concrete is spelled
Fill that process is simple, and prefabricated degree is higher, when concreting, directly from the first shear wall, the second shear wall, first boss and the
Enclosed between two boss set to be formed cavity structure perfusion, be not necessarily to any template, save manpower, reduce field operation time and
Construction is more convenient, and the first U-shaped stirrup and the second U-shaped stirrup are to be embedded in the first shearing respectively in factory process shear wall
In wall and the second shear wall, it ensure that the position precision of the first U-shaped stirrup and the second U-shaped stirrup, closure can be formed in assembly
Rectangle, the steel reinforcement cage that vertical muscle is formed with stirrup can be prefabricated in the factory, can also bind, be directly placed at the scene in assembly
The intersection of first U-shaped stirrup and the second U-shaped stirrup is formed in degree of lip-rounding structure, it is possible to reduce on-site construction time saves people
Power is suitble to the engineering of short time limit；First U-shaped stirrup and the second U-shaped stirrup are vertically staggered in cavity structure, can subtract
The use of few reinforcing bar, save the cost, the steel reinforcement cage in the first shear wall and the second shear wall groove improve the shearing resistance of shear wall
Bearing capacity, the first U-shaped stirrup and the second U-shaped stirrup transmit the force to steel reinforcement cage, and power transmission is clear, and globality improves, shear behavior
Good, when earthquake, steel reinforcement cage forms sleeper in shear wall, and the Shear transfer of the first U-shaped stirrup and the second U-shaped stirrup is to reinforcing bar
Cage, when preventing from shaking greatly, the first shear wall collapses with the second shear wall.
Detailed description of the invention：
Fig. 1 is the structural schematic diagram that a kind of prefabricated assembled shear wall groove of the utility model starches anchor horizontal connection construction；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the structural schematic diagram of one group of first U-shaped stirrup being staggered and the second U-shaped stirrup；
Fig. 4 is the structural schematic diagram of steel reinforcement cage；
In attached drawing：The first shear wall of 1-, the second shear wall of 2-, 3- first boss, 4- second boss, the U-shaped stirrup of 5- first,
The U-shaped stirrup of 6- second, 7- steel reinforcement cage, 8- indulge muscle, 9- stirrup, 10- concrete, the inclined-plane 11-, 12-V shape slot, the U-shaped hoop of 13- third
Muscle, the U-shaped stirrup of 14- the 4th.
Specific embodiment：
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Under every other embodiment obtained, fall within the protection scope of the utility model.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute in the utility model embodiment
It is only used for explaining in relative positional relationship, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, such as
When the fruit particular pose changes, then directionality instruction also correspondingly changes correspondingly.
In addition, the description for being related to " first ", " second " etc. in the present invention is used for description purposes only, and cannot understand
For its relative importance of indication or suggestion or implicitly indicate the quantity of indicated technical characteristic.Define as a result, " first ",
The feature of " second " can explicitly or implicitly include at least one of the features.In addition, the technical side between each embodiment
Case can be combined with each other, but must be based on can be realized by those of ordinary skill in the art, when the combination of technical solution
Conflicting or cannot achieve when occur will be understood that the combination of this technical solution is not present, also not in the requires of the utility model
Protection scope within.
According to FIG. 1 to FIG. 4, a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection provided by the utility model
Construction, including：The first shear wall 1 and the second shear wall 2 being arranged laterally side by side, first shear wall 1 and the second shear wall 2
First boss 3 and second boss 4, the end face of the first boss 3 and second boss 4 are respectively arranged on end face toward each other
Connect, is enclosed between first shear wall 1, the second shear wall 2, first boss 3 and second boss 4 and set to form cavity structure, institute
It states and is vertically staggeredly equipped with the first U-shaped stirrup 5 and the second U-shaped stirrup 6 in cavity structure, and in mostly shake area, it can be appropriate
Increase by first U-shaped stirrup 5 and the second U-shaped stirrup 6 quantity, enhance the anti-seismic performance of wall, the first U-shaped stirrup 5
Open end is embedded in first shear wall 1, and the open end of the second U-shaped stirrup 6 is embedded in second shear wall 2
In, the intersection of the first U-shaped stirrup 5 and the second U-shaped stirrup 6 forms degree of lip-rounding structure, in the present embodiment, described first
The intersection of U-shaped stirrup 5 and the second U-shaped stirrup 6 forms closure rectangle structure, is inserted with steel reinforcement cage in the degree of lip-rounding structure
7, the steel reinforcement cage 7 includes four vertical muscle 8, and four vertical 8 rows of muscle set in rectangle, and multiple stirrups 9 are set on four vertical muscle 8, and
The size of the stirrup 9 is more slightly smaller than the degree of lip-rounding structure size, to facilitate steel reinforcement cage 7 to be plugged in the O-shaped structure,
Concrete 10 is poured in the cavity structure, by concrete 10 by 7 knot of the first shear wall 1, the second shear wall 2 and steel reinforcement cage
It is combined into an entirety.
Further, first shear wall 1 is towards both ends longitudinal on the end face of second shear wall 2 described in
The setting of second shear wall 2 is there are two first boss 3, and second shear wall 2 is towards longitudinal on the end face of first shear wall 1
Both ends towards first shear wall 1 setting there are two second boss 4, the section of the first boss 3 and second boss 4 is equal
For rectangle, the first boss 3 is concordant with the end face of second boss 4 toward each other, to guarantee first boss 3 and second boss 4
Joint face fit closely, it is very close to each other, meanwhile, set the rectangular in cross-section to form cavity structure but also enclosing.
Further, the end face of the first boss 3 and second boss 4 toward each other is towards setting inside the cavity structure
It is set to inclined-plane 11, the joint of the first boss 3 and second boss 4 vertically forms V-shaped groove 12, in prefabricated first shear wall
1 and when the second shear wall 2, the design on inclined-plane 11 keeps its demoulding more smooth, and is being poured concrete into the cavity structure
When 10, the cohesive force between the first shear wall 1 and the second shear wall 2 is stronger, and then improves the intensity of entire wall.
Further, the U-shaped stirrup 13 of multiple thirds is additionally provided with inside first shear wall 1, inside the second shear wall 2
It is additionally provided with multiple four U-shaped stirrups 14, the equal direction in open end of the third U-shaped stirrup 13 and the 4th U-shaped stirrup 14
It is arranged each other, the open end of the U-shaped stirrup 13 of third is embedded in the first boss 3, and the 4th U-shaped stirrup 14 is opened
Mouth end is embedded in the second boss 4, to enhance the intensity of the first shear wall 1 and the second shear wall 2.
A kind of prefabricated assembled shear wall horizontal connection construction of detailed description the utility model is primary with reference to the accompanying drawing
Work progress：
In the factory, first boss 3 and second is respectively arranged in the first shear wall 1 and the second shear wall 2 toward each other in the direction
Boss 4 is arranged along the horizontal the first U-shaped stirrup 5 in first shear wall 1, and the second shear wall 2 is arranged along the horizontal the second U-shaped stirrup 6,
First shear wall 1 and the second shear wall 2 are in assembly, the first U-shaped stirrup 5 and the second U-shaped 6 interlaced arrangement of stirrup, the first shearing
It there also is provided the U-shaped stirrup 13 of multiple thirds inside wall 1, the open end of the U-shaped stirrup 13 of third is embedded in first boss 3, and second cuts
It there also is provided multiple four U-shaped stirrups 14 inside power wall 2, the open end of the 4th U-shaped stirrup 14 is embedded in second boss 4, and will
Vertical muscle 8 is bound with stirrup 9 into steel reinforcement cage 7.
At the construction field (site), the first next shear wall 1 of transport and the second shear wall 2 are placed laterally side by side, is fixed, the
It is very close to each other between one boss 3 and second boss 4, the first shear wall 1, the second shear wall 2, first boss 3 and second boss 4 it
Between enclose and set to form cavity structure, the steel reinforcement cage 7 bound is plugged in the coincidence part of the first U-shaped stirrup 5 and the second U-shaped stirrup 6
Divide in the O-shaped structure formed, then casting concrete 10 above cavity structure.
Finally it should be noted that：Above embodiments are only to illustrate the technical solution of the utility model rather than limit it
System, although the utility model is described in detail referring to above-described embodiment, those of ordinary skill in the art should be managed
Solution：Specific implementation of the utility model can still be modified or equivalent replacement, and without departing from the utility model
Any modification of spirit and scope or equivalent replacement should all cover in present claims range.
Claims (10)
1. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction, it is characterised in that：Including：It is arranged laterally side by side
First shear wall and the second shear wall are respectively arranged on the end face of first shear wall and the second shear wall toward each other
The end face of one boss and second boss, the first boss and second boss connects, first shear wall, the second shear wall,
It is enclosed between first boss and second boss and sets to form cavity structure, it is U-shaped that first is vertically staggeredly equipped in the cavity structure
The open end of stirrup and the second U-shaped stirrup, the first U-shaped stirrup is embedded in first shear wall, the second U-shaped hoop
The open end of muscle is embedded in second shear wall, and the intersection of the first U-shaped stirrup and the second U-shaped stirrup forms mouth
Shape structure is inserted with steel reinforcement cage in the degree of lip-rounding structure, is poured concrete in the cavity structure.
2. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, it is characterised in that：
First shear wall is provided with two towards second shear wall towards both ends longitudinal on the end face of second shear wall
A first boss.
3. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 2, it is characterised in that：
The section of the first boss is rectangle.
4. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, it is characterised in that：
Second shear wall is provided with two towards first shear wall towards both ends longitudinal on the end face of first shear wall
A second boss.
5. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 4, it is characterised in that：
The section of the second boss is rectangle.
6. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, it is characterised in that：
Towards inclined-plane is set as inside the cavity structure, described first is convex for the end face of the first boss and second boss toward each other
The joint of platform and second boss vertically forms V-shaped groove.
7. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, it is characterised in that：
It is additionally provided with the U-shaped stirrup of multiple thirds inside first shear wall, multiple 4th U-shaped hoops are additionally provided with inside the second shear wall
The open end of muscle, the U-shaped stirrup of third and the 4th U-shaped stirrup is arranged toward each other.
8. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 7, it is characterised in that：
The open end of the U-shaped stirrup of third is embedded in the first boss, and the open end of the 4th U-shaped stirrup is embedded in described
In second boss.
9. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, it is characterised in that：
The section of the cavity structure is rectangle.
10. a kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction according to claim 1, feature exist
In：The intersection of the first U-shaped stirrup and the second U-shaped stirrup forms closure rectangle structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820470256.2U CN208105506U (en) | 2018-03-30 | 2018-03-30 | A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820470256.2U CN208105506U (en) | 2018-03-30 | 2018-03-30 | A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction |
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| CN208105506U true CN208105506U (en) | 2018-11-16 |
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| CN201820470256.2U Active CN208105506U (en) | 2018-03-30 | 2018-03-30 | A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442536A (en) * | 2018-03-30 | 2018-08-24 | 沈阳建筑大学 | A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction |
| CN113026985A (en) * | 2021-03-17 | 2021-06-25 | 中国建筑第五工程局有限公司 | Vertical seam dislocation mutual anchor connection structure of prefabricated shear wall edge member department |
-
2018
- 2018-03-30 CN CN201820470256.2U patent/CN208105506U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442536A (en) * | 2018-03-30 | 2018-08-24 | 沈阳建筑大学 | A kind of prefabricated assembled shear wall groove slurry anchor horizontal connection construction |
| CN113026985A (en) * | 2021-03-17 | 2021-06-25 | 中国建筑第五工程局有限公司 | Vertical seam dislocation mutual anchor connection structure of prefabricated shear wall edge member department |
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