CN208347011U - A kind of assembled shears orthogonal wall profiled sheet perps connection unit - Google Patents
A kind of assembled shears orthogonal wall profiled sheet perps connection unit Download PDFInfo
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- CN208347011U CN208347011U CN201820980769.8U CN201820980769U CN208347011U CN 208347011 U CN208347011 U CN 208347011U CN 201820980769 U CN201820980769 U CN 201820980769U CN 208347011 U CN208347011 U CN 208347011U
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- profiled sheet
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Abstract
The utility model discloses a kind of assembleds to shear orthogonal wall profiled sheet perps connection unit, belongs to prefabricated assembled concrete technical field of structures.A kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, including right shear wall, left shear wall and split bolt, the perps connecting pin of right shear wall and left shear wall is respectively equipped with interpolation profiled sheet, interpolation profiled sheet on right shear wall and left shear wall includes the horizontal profiled sheet of interpolation and the vertical profiled sheet of interpolation, the horizontal profiled sheet vertical direction of interpolation is provided with horizontal groove, and the vertical profiled sheet of interpolation is horizontally arranged vertical groove.The utility model is using the horizontal profiled sheet of interpolation and the vertical profiled sheet of interpolation the two orthogonal profiled sheets, two pieces of the left and right horizontal profiled sheet of interpolation is fixed by the occlusion of horizontal tongue and groove, two pieces of the left and right vertical profiled sheet of interpolation is fixed by the occlusion of vertical tongue and groove, interaction is strengthened, the waterproof performance at occlusion is improved.
Description
Technical field
The utility model relates to a kind of prefabricated assembled concrete technical field of structures, more specifically to a kind of dress
Orthogonal wall profiled sheet perps connection unit is sheared with formula.
Background technique
In assembled arthitecutral structure work progress, the connection of vertical abutment joint is always priority control of constructing between shear wall exterior wall
Critical process, traditional construction technology be shear wall reserve protruding bar, at vertical abutment joint be arranged additional bar connected
It connects.Traditional construction complex process, working procedure is more and perps water-stagnating effect is undesirable.Therefore, vertical for fabricated shear wall
The connection of seam, there is an urgent need to a kind of easy interconnection techniques, can simplify technique, improve efficiency, have good waterproofness
Energy.
China Patent No. ZL201510794608.0, authorized announcement date are on April 13rd, 2016, invention and created name are as follows:
A kind of prefabricated assembled shear wall perps connection structure and its construction method, this application are related to a kind of prefabricated assembled shear wall
Perps connection structure, comprising: left side shear wall, the pre-buried fashioned iron in left side, right side shear wall, the pre-buried fashioned iron in right side and multiple pairs of drawings
Bolt；The pre-buried fashioned iron in left side, the pre-buried fashioned iron in right side are placed between left side shear wall and right side shear wall, the pre-buried fashioned iron in left side
It is identical with the pre-buried formed steel construction in right side；The pre-buried fashioned iron in left side includes: side plate, front side board and back side panel；Front side board is with after
Side plate is set to the front-rear position of side plate；Front side board and back side panel are inwardly provided with a groove, there is a plurality of bolts on groove
Hole, split bolt, which is set on the bolt hole, carries out sealed fixation for the pre-buried fashioned iron of the pre-buried fashioned iron in left side and right side.This application
Case additionally provides a kind of construction method of prefabricated assembled shear wall perps connection structure, connection structure bearing capacity height, construction party
Just and construction quality is good, provides operative constraint to concrete, but it is needed to be further strengthened in the waterproof performance of seam crossing.
Summary of the invention
1. utility model technical problems to be solved
It is complicated that the purpose of the utility model is to overcome existing fabricated shear wall vertical abutment joint Joining Technologies, and technique is more
And the deficiency that water-stagnating effect is undesirable, a kind of assembled is provided and shears orthogonal wall profiled sheet perps connection unit, using this reality
With novel technical solution, interpolation profiled sheet includes the horizontal profiled sheet of interpolation and the vertical profiled sheet of interpolation, and interpolation is horizontal
Vertical groove is arranged in the horizontal groove of profiled sheet setting, the vertical profiled sheet of interpolation, using horizontal direction and vertically to groove,
It can facilitate and be engaged in seam crossing, is not only simple in structure, it is easy to operate quick, and also waterproof performance enhances.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model are as follows:
A kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, including right shear wall, a left side
The perps connecting pin of shear wall and split bolt, the right shear wall and left shear wall is respectively equipped with interpolation profiled sheet, institute
The interpolation profiled sheet on the interpolation profiled sheet and left shear wall on right shear wall stated is mutually twisted, the right shear wall
Reserving hole is provided with the interpolation profiled sheet on left shear wall and is attached by split bolt, it is described to drawing spiral shell
Bolt is by the sealed fixation of interpolation profiled sheet drawknot on right shear wall and left shear wall, on the right shear wall and left shear wall
Interpolation profiled sheet include the horizontal profiled sheet of interpolation and the vertical profiled sheet of interpolation, the horizontal profiled sheet of the interpolation
Vertical direction is provided with horizontal groove, and the vertical profiled sheet of the interpolation is horizontally arranged vertical groove, left and right
Two pieces of horizontal profiled sheets of interpolation are fixed by the occlusion of horizontal tongue and groove, and two pieces of the left and right vertical profiled sheet of interpolation passes through vertical tongue and groove
Occlusion is fixed.
Further, it is also poured in the region surrounded between the horizontal profiled sheet of the interpolation and the vertical profiled sheet of interpolation
It is marked with rear pouring concrete, the rear pouring concrete and interpolation profiled sheet form the vertical abutment joint of shear wall.
Further, the rear pouring concrete is normal concrete, high-strength concrete, high performance concrete, Regenerated Bone
Expect concrete or lightweight aggregate concrete.
Further, the horizontal profiled sheet of the interpolation and the vertical profiled sheet of interpolation are all made of steel plate cold bending, welding
Or roll forming.
3. beneficial effect
It is had the following beneficial effects: compared with existing well-known technique using technical solution provided by the utility model
(1) a kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, using interpolation level
Profiled sheet and the vertical profiled sheet of interpolation the two orthogonal profiled sheets reinforce the interaction at tongue and groove, and globality is more
It is good, the waterproof performance at occlusion is enhanced, there is preferable economic benefit；
(2) a kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, the horizontal die mould of interpolation
Pouring concrete after being poured in the region surrounded between steel plate and the vertical profiled sheet of interpolation, rear pouring concrete and interpolation profiled sheet
The vertical abutment joint of shear wall is formed, easy construction has given full play to the compound action of rear pouring concrete and interpolation profiled sheet, has
Have the advantages that bearing capacity height, plasticity good toughness, anti-seismic performance are good；
(3) a kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, and split bolt improves
Connection speed, increases the stability of interpolation profiled sheet, short construction period, construction quality is secure, and improves to rear
The binding effect of pouring concrete, while can also delay steel plate local deformation.
Detailed description of the invention
Fig. 1 is that a kind of assembled of the utility model shears the vertical abutment joint company of orthogonal wall profiled sheet perps connection unit
Connect plan view；
Fig. 2 is that a kind of assembled of the utility model shears the vertical abutment joint three of orthogonal wall profiled sheet perps connection unit
Tie up schematic diagram；
Fig. 3 is that a kind of assembled of the utility model shears the vertical abutment joint peace of orthogonal wall profiled sheet perps connection unit
Fill plan view；
Fig. 4 is vertical for the shear wall that a kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit
Seam installs schematic three dimensional views.
Label declaration in schematic diagram:
1, right shear wall；1-1, left shear wall；2, the horizontal profiled sheet of interpolation；3, the vertical profiled sheet of interpolation；4, to drawing
Bolt.
Specific embodiment
To further appreciate that the contents of the present invention, the present invention is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
In conjunction with shown in Fig. 1, Fig. 2 and Fig. 4, it is single that a kind of assembled of the present embodiment shears orthogonal wall profiled sheet perps connection
The perps connecting pin of member, including right shear wall 1, left shear wall 1-1 and split bolt 4, right shear wall 1 and left shear wall 1-1 point
Not She You interpolation profiled sheet, the interpolation profiled sheet on interpolation profiled sheet and left shear wall 1-1 on right shear wall 1 is mutual
Occlusion, the interpolation profiled sheet on right shear wall 1 and left shear wall 1-1 be provided with reserving hole and by split bolt 4 into
Row connection, hole to be provided is single-row or multiple row is arranged, and symmetrically or can be staggered with horizontal direction, in the present embodiment, we are preferential
Consider the column setting of hole to be provided two, and be distributed neat, about central symmetry, split bolt 4 is by right shear wall 1 and left shear wall 1-1
On the sealed fixation of interpolation profiled sheet drawknot, split bolt 4 improves bonding strength, increases the stabilization of interpolation profiled sheet
Property, and connected using split bolt 4, speed of application can be accelerated, shorten construction period, improve construction quality, improved to rear
The binding effect of pouring concrete, while can also delay steel plate local deformation.Interpolation on right shear wall 1 and left shear wall 1-1
Profiled sheet includes the horizontal profiled sheet 2 of interpolation and the vertical profiled sheet 3 of interpolation, and the horizontal profiled sheet 2 of two pieces of interpolations is distinguished
It is embedded on right shear wall 1 and left shear wall 1-1, and the position of the horizontal profiled sheet 2 of two pieces of interpolations is corresponding, two pieces of interpolations are perpendicular
It is also embedded in respectively on right shear wall 1 and left shear wall 1-1 to profiled sheet 3, and the position of the vertical profiled sheet 3 of two pieces of interpolations
Also corresponding, horizontal 2 vertical direction of profiled sheet of interpolation is provided with horizontal groove, vertical 3 horizontal direction of profiled sheet of interpolation
It is provided with vertical groove, in the present embodiment, we might as well be by horizontal groove in horizontal 2 vertical direction of profiled sheet of interpolation
It is arranged evenly and at intervals, same vertical groove can be configured evenly and at intervals in vertical 3 horizontal direction of profiled sheet of interpolation,
The left and right horizontal profiled sheet 2 of two pieces of interpolations is fixed by the occlusion of horizontal tongue and groove, and the left and right vertical profiled sheet 3 of two pieces of interpolations passes through perpendicular
Straight tongue and groove occlusion is fixed, and is enhanced interaction using tongue and groove, so that globality is more preferable, and then is enhanced the waterproofness at occlusion
Can, there is preferable economic benefit, the horizontal profiled sheet 2 of interpolation and the vertical profiled sheet 3 of interpolation are all made of steel plate cold bending, weldering
It connects or roll forming.
It is shown in Figure 3, it is also poured in the region surrounded between the horizontal profiled sheet 2 of interpolation and the vertical profiled sheet 3 of interpolation
It is marked with rear pouring concrete, rear pouring concrete and interpolation profiled sheet form the vertical abutment joint of shear wall, and easy construction gives full play to
The compound action of rear pouring concrete and interpolation profiled sheet has bearing capacity height, plasticity good toughness, anti-seismic performance good etc. excellent
Point.Pouring concrete can be mixed for normal concrete, high-strength concrete, high performance concrete, regenerated aggregate concrete or lightweight aggregate afterwards
Solidifying soil.
A kind of assembled of the utility model shears orthogonal wall profiled sheet perps connection unit, using the horizontal die mould of interpolation
Steel plate and the vertical profiled sheet of interpolation the two orthogonal profiled sheets, two pieces of the left and right horizontal profiled sheets of interpolation pass through horizontal enterprise
Mouth occlusion is fixed, and two pieces of the left and right vertical profiled sheets of interpolation are engaged by vertical tongue and groove and are fixed, and is strengthened interaction, is enhanced
Waterproof performance at occlusion is poured mixed after being poured in the region surrounded between the horizontal profiled sheet of interpolation and the vertical profiled sheet of interpolation
Solidifying soil, rear pouring concrete and interpolation profiled sheet form the vertical abutment joint of shear wall, and easy construction pours coagulation after having given full play to
The compound action of soil and interpolation profiled sheet, has many advantages, such as that bearing capacity height, plasticity good toughness, anti-seismic performance are good, split bolt
Bonding strength is improved, the stability of interpolation profiled sheet is increased, short construction period, construction quality is secure, and improves
To the binding effect of rear pouring concrete, while it can also delay steel plate local deformation.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, not inventively design
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (4)
1. a kind of assembled shears orthogonal wall profiled sheet perps connection unit, including right shear wall (1), left shear wall (1-1)
With split bolt (4), the perps connecting pin of the right shear wall (1) and left shear wall (1-1) is respectively equipped with interpolation die mould steel
Plate, the interpolation profiled sheet on interpolation profiled sheet and left shear wall (1-1) on the right shear wall (1) are mutually twisted,
Interpolation profiled sheet on the right shear wall (1) and left shear wall (1-1) is provided with reserving hole and by drawing spiral shell
Bolt (4) is attached, and the split bolt (4) draws the interpolation profiled sheet on right shear wall (1) and left shear wall (1-1)
Tie sealed fixation, it is characterised in that: the interpolation profiled sheet on the right shear wall (1) and left shear wall (1-1) includes
The horizontal profiled sheet of interpolation (2) and the vertical profiled sheet of interpolation (3), the horizontal profiled sheet of the interpolation (2) vertical direction are set
It is equipped with horizontal groove, the vertical profiled sheet of the interpolation (3) is horizontally arranged vertical groove, the two pieces of interpolations in left and right
Horizontal profiled sheet (2) is fixed by the occlusion of horizontal tongue and groove, and the two pieces of vertical profiled sheets of interpolation (3) in left and right are stung by vertical tongue and groove
It closes and fixes.
2. a kind of assembled according to claim 1 shears orthogonal wall profiled sheet perps connection unit, it is characterised in that:
It is poured after being also cast in the region surrounded between the horizontal profiled sheet of the interpolation (2) and the vertical profiled sheet of interpolation (3) mixed
Solidifying soil, the rear pouring concrete and interpolation profiled sheet form the vertical abutment joint of shear wall.
3. a kind of assembled according to claim 2 shears orthogonal wall profiled sheet perps connection unit, it is characterised in that:
The rear pouring concrete is that normal concrete, high-strength concrete, high performance concrete, regenerated aggregate concrete or lightweight aggregate are mixed
Solidifying soil.
4. a kind of assembled according to claim 1 shears orthogonal wall profiled sheet perps connection unit, it is characterised in that:
The horizontal profiled sheet of the interpolation (2) and the vertical profiled sheet of interpolation (3) are all made of steel plate cold bending, weld or be rolled into
Type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820980769.8U CN208347011U (en) | 2018-06-25 | 2018-06-25 | A kind of assembled shears orthogonal wall profiled sheet perps connection unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820980769.8U CN208347011U (en) | 2018-06-25 | 2018-06-25 | A kind of assembled shears orthogonal wall profiled sheet perps connection unit |
Publications (1)
| Publication Number | Publication Date |
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| CN208347011U true CN208347011U (en) | 2019-01-08 |
Family
ID=64880870
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820980769.8U Expired - Fee Related CN208347011U (en) | 2018-06-25 | 2018-06-25 | A kind of assembled shears orthogonal wall profiled sheet perps connection unit |
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| CN (1) | CN208347011U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565840A (en) * | 2019-09-30 | 2019-12-13 | 北京和筑科技有限公司 | Concave steel plate concrete composite wall |
| CN110748008A (en) * | 2019-10-24 | 2020-02-04 | 中国十七冶集团有限公司 | Built-in steel plate embedded combined type occlusion member for prefabricated concrete building |
| CN112942626A (en) * | 2021-02-22 | 2021-06-11 | 山东建筑大学 | Formwork-supporting-free assembled shear wall structure and connecting method |
| CN113338478A (en) * | 2021-06-23 | 2021-09-03 | 重庆大学 | A assembled building wallboard for build fast |
| CN114517596A (en) * | 2022-03-10 | 2022-05-20 | 山东省建筑科学研究院有限公司 | Prestressing force key connection structure of prefabricated wall board and brickwork wall |
| CN114541596A (en) * | 2022-03-17 | 2022-05-27 | 常州工程职业技术学院 | Simple connecting structure for vertical joints of assembled shear wall |
-
2018
- 2018-06-25 CN CN201820980769.8U patent/CN208347011U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565840A (en) * | 2019-09-30 | 2019-12-13 | 北京和筑科技有限公司 | Concave steel plate concrete composite wall |
| CN110748008A (en) * | 2019-10-24 | 2020-02-04 | 中国十七冶集团有限公司 | Built-in steel plate embedded combined type occlusion member for prefabricated concrete building |
| CN110748008B (en) * | 2019-10-24 | 2020-10-02 | 中国十七冶集团有限公司 | Built-in steel plate embedded combined type occlusion member for prefabricated concrete building |
| CN112942626A (en) * | 2021-02-22 | 2021-06-11 | 山东建筑大学 | Formwork-supporting-free assembled shear wall structure and connecting method |
| CN112942626B (en) * | 2021-02-22 | 2022-03-18 | 山东建筑大学 | Formwork-supporting-free assembled shear wall structure and connecting method |
| CN113338478A (en) * | 2021-06-23 | 2021-09-03 | 重庆大学 | A assembled building wallboard for build fast |
| CN113338478B (en) * | 2021-06-23 | 2022-11-01 | 重庆大学 | A assembled building wallboard for build fast |
| CN114517596A (en) * | 2022-03-10 | 2022-05-20 | 山东省建筑科学研究院有限公司 | Prestressing force key connection structure of prefabricated wall board and brickwork wall |
| CN114517596B (en) * | 2022-03-10 | 2024-04-02 | 山东省建筑科学研究院有限公司 | Prestress pin key connection structure of prefabricated wallboard and masonry wall |
| CN114541596A (en) * | 2022-03-17 | 2022-05-27 | 常州工程职业技术学院 | Simple connecting structure for vertical joints of assembled shear wall |
| CN114541596B (en) * | 2022-03-17 | 2023-08-29 | 常州工程职业技术学院 | Simple connecting structure for vertical joints of assembled shear wall |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190108 Termination date: 20210625 |
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| CF01 | Termination of patent right due to non-payment of annual fee |