CN206554310U - A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper - Google Patents
A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper Download PDFInfo
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- CN206554310U CN206554310U CN201720037667.8U CN201720037667U CN206554310U CN 206554310 U CN206554310 U CN 206554310U CN 201720037667 U CN201720037667 U CN 201720037667U CN 206554310 U CN206554310 U CN 206554310U
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- China
- Prior art keywords
- shear wall
- wall unit
- precast shear
- intermediate layer
- reinforcing bar
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Abstract
The utility model is related to a kind of vertical linked system of the fabricated shear wall with concealed beam sleeper, it is the intermediate layer shear-wall element that convex shape top is concave shape to have concave shape bottom shear-wall element, bottom, concave shape structure at the top of the shear-wall element of intermediate layer constructs consistent with the concave shape structure at the top of bottom shear-wall element, bottom, intermediate layer shear-wall element concave shape position distinguish the rectangle reinforcing bar of the rectangle reinforcing bar of pre-buried closure, intermediate layer shear-wall element bottom convex shape position difference embedded U-shaped reinforcing bar and closure.Effect and advantage of the present utility model are good integrity, and stress clearly, is constructed more convenient quick, good economical benefit reduces substantial amounts of labour cost, cost greatly reduces.
Description
Technical field
The utility model belongs to technical field of buildings, and more particularly to a kind of fabricated shear wall with concealed beam sleeper is vertical
Linked system.
Background technology
Into after 21st century, along with China's urbanization and the fast development of process of modernization, the energy and resource
Not enough contradiction is also increasingly protruded, and the form of green building and environmental protection is increasingly serious, and original foundation is in low price labour
On the basis of construction industry, with the disappearance of demographic dividend, labour cost constantly sharp rises, and construction cost continuous rise, tradition is built
If the architecture quality of mode, cost and speed can not meet the demand of modern social development, the industrialization of building is construction industry
Inevitable development direction, and the growth that explosion type will be welcome.
China had put into effect the policy that some carry forward vigorously building industrialization process in the last few years, and last year lives to build portion's approval《Dress
With formula concrete structure technique code》For professional standard, the topmost content of building industrialization is exactly the structure of Development of Novel
System, the mode of construction modernized with factorial praluction, site assembly mounting replaces traditional mode of construction.
The current building industrialization of China is quickly grown, but lies substantially in construction aspect, that is to say, that hardness ground will be by
One integral cast-in-situ building structure of traditional approach design splits and factorial praluction is carried out after structural elements, assembled in situ formula peace
Dress, rather than start with from research and development suitable for industrialized structural system, cause component standardization relatively low, component variability is big, the scale of construction
It is huge, manufacture, transport, the difficulty installed are increased, building cost is greatly increased on the contrary, is become high-end in building construction
Luxury goods.
In order to solve the above problems, a kind of new steel reinforced concrete shear walls plate assembled linked system is designed still very
It is necessary.
Utility model content
In order to improve the globality of the vertical linked system of fabricated shear wall, it is proposed that a kind of assembled with concealed beam sleeper
The vertical linked system of shear wall, in order to further improve its property indices, a series of reinforcement processing is carried out to it, exploitation
A kind of good integrity, power transmission clearly, simple structure, safe and reliable, easy construction the vertical linked system of fabricated shear wall.
A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper, including intermediate layer precast shear wall unit, in
The vertical distribution bar of interbed precast shear wall unit, the stirrup of the vertical distribution bar of intermediate layer precast shear wall unit, intermediate layer
Pre-buried closed rectangular reinforcing bar at the top of precast shear wall unit, the pre-buried U-shaped reinforcing bar of intermediate layer precast shear wall unit bottom, sleeve,
The pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position, vertical stirrup, horizontal hoop, the prefabricated shearing of bottom
Wall unit, the vertical distribution bar of bottom precast shear wall unit, the stirrup of the vertical distribution bar of bottom precast shear wall unit, bottom
Pre-buried closed rectangular reinforcing bar, intermediate layer precast shear wall unit top groove cavity, intermediate layer at the top of layer precast shear wall unit
Precast shear wall unit bottom armored concrete projection and bottom precast shear wall unit top groove cavity；
Described intermediate layer precast shear wall unit bottom armored concrete bump height is than bottom precast shear wall unit
High 300 ~ the 400mm of depth of top groove cavity, bottom precast shear wall unit top groove cavity width is more prefabricated than intermediate layer
Wide 400 ~ the 450mm of shear-wall element bottom reinforcement bars concrete projection.
Wherein, set two layers of intermediate layer pre- respectively on the outside of intermediate layer precast shear wall unit and bottom precast shear wall unit
The vertical distribution bar of shear-wall element and the vertical distribution bar of bottom precast shear wall unit processed, intermediate layer precast shear wall unit
The stirrup of vertical distribution bar connects two layers of vertical distribution bar of intermediate layer precast shear wall unit, bottom precast shear wall unit
The stirrup of vertical distribution bar connects two layers of vertical distribution bar of bottom precast shear wall unit, intermediate layer precast shear wall unit
The pre-buried closed rectangular steel-bar arrangement in top is recessed at the top of the precast shear wall unit of intermediate layer at the top of the precast shear wall unit of intermediate layer
Groove cavity is consistent with bottom precast shear wall unit top groove cavity structure construction, intermediate layer precast shear wall unit and bottom
The concave shape position of precast shear wall unit sets the pre-buried closed rectangular in intermediate layer precast shear wall unit convex position respectively
Pre-buried closed rectangular reinforcing bar, intermediate layer precast shear wall unit bottom reinforced concrete at the top of reinforcing bar and bottom precast shear wall unit
Native projection convex shape position sets the pre-buried U-shaped reinforcing bar of intermediate layer precast shear wall unit bottom and intermediate layer precast shear wall respectively
When the pre-buried closed rectangular reinforcing bar in unit convex position, intermediate layer precast shear wall and the splicing of bottom precast shear wall are installed, in
The water of the pre-buried U-shaped reinforcing bar of interbed precast shear wall unit bottom and pre-buried closed rectangular reinforcing bar at the top of bottom precast shear wall unit
Flat part is connected with vertical stirrup, the vertical position of the pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position
Reinforcing bar is connected with the vertical reinforcing bar position of pre-buried closed rectangular reinforcing bar at the top of bottom precast shear wall unit with horizontal hoop, middle
The layer vertical distribution bar of precast shear wall unit and the vertical distribution bar exposed parts of bottom precast shear wall unit are connected with sleeve
Connect.
A kind of installation method of the vertical linked system of the fabricated shear wall with concealed beam sleeper is：
After described bottom shear-wall element is in place, intermediate layer shear-wall element convex position is lifted into bottom shearing
In wall unit concave character type, the vertical distribution bar of levels shear-wall element, exposed parts are connected, then use vertical stirrup with sleeve
By pre-buried closed rectangular reinforcing bar at the top of the pre-buried U-shaped reinforcing bar of intermediate layer precast shear wall unit bottom and bottom precast shear wall unit
Horizontal position bar connecting, is erected the pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position with horizontal hoop
Pre-buried closed rectangular steel bar vertical position bar connecting at the top of to position reinforcing bar and bottom precast shear wall unit, enters to junction
Row pours strong concrete and is connected as entirety.
The beneficial effects of the utility model：
The effect and advantage of the present invention is connected levels shear-wall element by setting sleeper in shear-wall element both sides
It is integral, then in the pre-buried different distributing bar of levels shear-wall element, using stirrup colligation, form vertical two of level
Closure is connected, and remains the advantage of the stress performance of shear wall structure, and the stress of frame structure is added again
Characteristic, greatly improves the globality of shear wall connection, and simple structure, easy construction, with preferable economic effect, biography
Power clearly, also greatly reducing working procedure.
Brief description of the drawings
Fig. 1 is that the utility model is connected schematic diagram.
Fig. 2 is the utility model bottom shear-wall element front schematic view.
Fig. 3 is the front schematic view that the utility model bottom shear-wall element reinforcing bar is arranged.
Fig. 4 is the utility model intermediate layer shear-wall element front schematic view.
Fig. 5 is the front schematic view that the utility model intermediate layer shear-wall element reinforcing bar is arranged.
In figure, 1 is intermediate layer precast shear wall unit, and 2 be the vertical distribution bar of intermediate layer precast shear wall unit, and 3 are
The stirrup of the vertical distribution bar of intermediate layer precast shear wall unit, 4 be pre-buried closure square at the top of the precast shear wall unit of intermediate layer
Shape reinforcing bar, 5 be the pre-buried U-shaped reinforcing bar of intermediate layer precast shear wall unit bottom, and 6 be sleeve, and 7 be intermediate layer precast shear wall unit
The pre-buried closed rectangular reinforcing bar in convex position, 8 be vertical stirrup, and 9 be horizontal hoop, and 10 be bottom precast shear wall unit, 11
It is the stirrup of the vertical distribution bar of bottom precast shear wall unit, 13 for the vertical distribution bar of bottom precast shear wall unit, 12
It is that intermediate layer precast shear wall unit top groove is empty for pre-buried closed rectangular reinforcing bar at the top of bottom precast shear wall unit, 14
Chamber, 15 be intermediate layer precast shear wall unit bottom armored concrete projection, and 16 be bottom precast shear wall unit top groove
Cavity.
The utility model is described in detail with reference to the accompanying drawings and examples：
The vertical linked system of fabricated shear wall with concealed beam sleeper, it is characterised in that including intermediate layer precast shear wall
Unit 1, the vertical distribution bar 2 of intermediate layer precast shear wall unit, the hoop of the vertical distribution bar of intermediate layer precast shear wall unit
Pre-buried closed rectangular reinforcing bar 4, the pre-buried U-shaped of intermediate layer precast shear wall unit bottom at the top of muscle 3, intermediate layer precast shear wall unit
Reinforcing bar 5, sleeve 6, the pre-buried closed rectangular reinforcing bar 7 in intermediate layer precast shear wall unit convex position, vertical stirrup 8, level hoop
Muscle 9, bottom precast shear wall unit 10, the vertical distribution bar 11 of bottom precast shear wall unit, bottom precast shear wall unit
Stirrup 12, the pre-buried closed rectangular reinforcing bar 13 in bottom precast shear wall unit top, the prefabricated shearing in intermediate layer of vertical distribution bar
Wall unit top groove cavity 14, intermediate layer precast shear wall unit bottom armored concrete projection 15 and bottom precast shear wall
Unit top groove cavity 16；
The described height of intermediate layer precast shear wall unit bottom armored concrete projection 15 is than bottom precast shear wall list
High 300 ~ the 400mm of depth of first top groove cavity 16, the width of bottom precast shear wall unit top groove cavity 16 is than middle
Wide 400 ~ the 450mm of layer precast shear wall unit bottom armored concrete projection 15；
Wherein, intermediate layer precast shear wall unit 1 and the outside of bottom precast shear wall unit 10 are set in the middle of two layers respectively
The layer vertical distribution bar 2 of precast shear wall unit and the vertical distribution bar 11 of bottom precast shear wall unit, intermediate layer is prefabricated to cut
The stirrup 3 of the vertical distribution bar of power wall unit connects two layers of vertical distribution bar 2 of intermediate layer precast shear wall unit, and bottom is prefabricated
The stirrup 12 of the vertical distribution bar of shear-wall element connects two layers of vertical distribution bar 11 of bottom precast shear wall unit, intermediate layer
Pre-buried closed rectangular reinforcing bar 4 is arranged on the top of intermediate layer precast shear wall unit 1 at the top of precast shear wall unit, and intermediate layer is prefabricated
Shear-wall element top groove cavity 14 is consistent with the structure of bottom precast shear wall unit top groove cavity 16 construction, intermediate layer
The concave shape position of precast shear wall unit 1 and bottom precast shear wall unit 10 sets intermediate layer precast shear wall unit respectively
Pre-buried closed rectangular reinforcing bar 13, intermediate layer at the top of the pre-buried closed rectangular reinforcing bar 7 in convex position and bottom precast shear wall unit
The convex shape position of precast shear wall unit bottom armored concrete projection 15 sets intermediate layer precast shear wall unit bottom respectively
The pre-buried closed rectangular reinforcing bar 7 of pre-buried U-shaped reinforcing bar 5 and intermediate layer precast shear wall unit convex position, the prefabricated shearing in intermediate layer
When wall and the splicing of bottom precast shear wall are installed, the pre-buried U-shaped reinforcing bar 5 of intermediate layer precast shear wall unit bottom with bottom is prefabricated cuts
The horizontal component vertical stirrup 8 of pre-buried closed rectangular reinforcing bar 13 is connected at the top of power wall unit, intermediate layer precast shear wall unit
The vertical position reinforcing bar of the pre-buried closed rectangular reinforcing bar 7 in convex position and pre-buried closed rectangular at the top of bottom precast shear wall unit
The vertical reinforcing bar position horizontal hoop 9 of reinforcing bar 13 is connected, and the vertical distribution bar 2 of intermediate layer precast shear wall unit and bottom are pre-
The vertical exposed parts sleeve 6 of distribution bar 11 of shear-wall element processed is connected.
After bottom shear-wall element 10 is in place, intermediate layer precast shear wall unit bottom armored concrete projection 15 is lifted into
In bottom precast shear wall unit top groove cavity 16, with sleeve 6 by bottom, the vertical distribution bar 2 of intermediate layer shear-wall element,
11 exposed parts are connected, then with vertical stirrup 8 that the pre-buried U-shaped reinforcing bar 5 of intermediate layer precast shear wall unit bottom and bottom is prefabricated
The pre-buried horizontal position reinforcing bar colligation of closed rectangular reinforcing bar 13 at the top of shear-wall element, with horizontal hoop 9 by the prefabricated shearing in intermediate layer
The vertical position reinforcing bar of the pre-buried closed rectangular reinforcing bar 7 in wall unit convex position and pre-buried closure at the top of bottom precast shear wall unit
The vertical position reinforcing bar colligation of rectangle reinforcing bar 13, pours strong concrete to junction progress and is connected as entirety.
Claims (2)
1. a kind of vertical linked system of the fabricated shear wall with concealed beam sleeper, it is characterised in that including the prefabricated shearing in intermediate layer
Wall unit (1), the vertical distribution bar of intermediate layer precast shear wall unit (2), intermediate layer precast shear wall unit are vertically distributed steel
Stirrup (3), the pre-buried closed rectangular reinforcing bar (4) in intermediate layer precast shear wall unit top, the intermediate layer precast shear wall unit of muscle
The pre-buried U-shaped reinforcing bar in bottom（5）, sleeve（6）, the pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position（7）、
Vertical stirrup（8）, horizontal hoop（9）, bottom precast shear wall unit（10）, the vertical distribution bar of bottom precast shear wall unit
（11）, the vertical distribution bar of bottom precast shear wall unit stirrup（12）, pre-buried closure at the top of bottom precast shear wall unit
Rectangle reinforcing bar（13）, intermediate layer precast shear wall unit top groove cavity（14）, intermediate layer precast shear wall unit bottom steel
Reinforced concrete projection（15）With bottom precast shear wall unit top groove cavity（16）；
Wherein, intermediate layer precast shear wall unit (1) and bottom precast shear wall unit（10）Outside is set in the middle of two layers respectively
The layer vertical distribution bar of precast shear wall unit (2) and the vertical distribution bar of bottom precast shear wall unit（11）, intermediate layer is pre-
The stirrup (3) of the vertical distribution bar of shear-wall element processed connects two layers of vertical distribution bar of intermediate layer precast shear wall unit (2),
The stirrup of the vertical distribution bar of bottom precast shear wall unit（12）Connect two layers of bottom precast shear wall unit and be vertically distributed steel
Muscle（11）, pre-buried closed rectangular reinforcing bar (4) is arranged on intermediate layer precast shear wall unit at the top of the precast shear wall unit of intermediate layer
(1) top, intermediate layer precast shear wall unit top groove cavity（14）With bottom precast shear wall unit top groove cavity
（16）Structure construction is consistent, intermediate layer precast shear wall unit (1) and bottom precast shear wall unit（10）Concave shape position
The pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position is set respectively（7）With bottom precast shear wall unit
The pre-buried closed rectangular reinforcing bar in top（13）, intermediate layer precast shear wall unit bottom armored concrete projection（15）Convex shape position
Precast shear wall unit bottom pre-buried U-shaped reinforcing bar in intermediate layer is set respectively（5）With intermediate layer precast shear wall unit convex portion
The pre-buried closed rectangular reinforcing bar in position（7）, when intermediate layer precast shear wall and the splicing of bottom precast shear wall are installed, intermediate layer is prefabricated to cut
The pre-buried U-shaped reinforcing bar of power wall unit bottom（5）With pre-buried closed rectangular reinforcing bar at the top of bottom precast shear wall unit（13）Level
Part vertical stirrup（8）Connection, the pre-buried closed rectangular reinforcing bar in intermediate layer precast shear wall unit convex position（7）It is vertical
Position reinforcing bar and pre-buried closed rectangular reinforcing bar at the top of bottom precast shear wall unit（13）Vertical reinforcing bar position horizontal hoop
（9）Connection, the vertical distribution bar of intermediate layer precast shear wall unit (2) and the vertical distribution bar of bottom precast shear wall unit
（11）Exposed parts sleeve（6）Connection.
2. a kind of vertical linked system of the fabricated shear wall with concealed beam sleeper according to claim 1, it is characterised in that
Described intermediate layer precast shear wall unit bottom armored concrete projection（15）Height is than at the top of bottom precast shear wall unit
Groove cavities（16）The high 300 ~ 400mm of depth, bottom precast shear wall unit top groove cavity（16）Width compares intermediate layer
Precast shear wall unit bottom armored concrete projection（15）Wide 400 ~ 450mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720037667.8U CN206554310U (en) | 2017-01-13 | 2017-01-13 | A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720037667.8U CN206554310U (en) | 2017-01-13 | 2017-01-13 | A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554310U true CN206554310U (en) | 2017-10-13 |
Family
ID=60359816
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720037667.8U Expired - Fee Related CN206554310U (en) | 2017-01-13 | 2017-01-13 | A kind of vertical linked system of the fabricated shear wall with concealed beam sleeper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554310U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644647A (en) * | 2019-10-18 | 2020-01-03 | 杨烨 | Prefabricated outer shear wall of assembled |
-
2017
- 2017-01-13 CN CN201720037667.8U patent/CN206554310U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644647A (en) * | 2019-10-18 | 2020-01-03 | 杨烨 | Prefabricated outer shear wall of assembled |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20220113 |