CN106639041A - Vertical assembly type shear wall connecting system with hidden beams and hidden columns - Google Patents
Vertical assembly type shear wall connecting system with hidden beams and hidden columns Download PDFInfo
- Publication number
- CN106639041A CN106639041A CN201611054466.5A CN201611054466A CN106639041A CN 106639041 A CN106639041 A CN 106639041A CN 201611054466 A CN201611054466 A CN 201611054466A CN 106639041 A CN106639041 A CN 106639041A
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- China
- Prior art keywords
- shear
- wall element
- intermediate layer
- wall
- dark beam
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
-
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
Abstract
The invention relates to a vertical assembly type shear wall connecting system with hidden beams and hidden columns. The vertical assembly type shear wall connecting system comprises a bottom layer shear wall unit and a middle layer shear wall unit. The bottom of the bottom layer shear wall unit is flat, and reinforced concrete supports with cavities are separately arranged at the two ends of the upper portion of the bottom layer shear wall unit. Concrete blocks corresponding to the two ends of the upper portion of the bottom layer shear wall unit are separately arranged at the two ends of the bottom of the middle layer shear wall unit, and the top of the middle layer shear wall unit is provided with a reinforced concrete base the same as the top of the bottom layer shear wall unit. Hidden beam stirrups are reserved at the top of the bottom layer shear wall unit. Hidden beam stirrups are reserved at the top and the bottom of the middle layer shear wall unit. Hidden beam stirrups are reserved at the bottom of a top layer shear wall unit. The hidden beam stirrups of every two adjacent layer shear wall units are arranged in a staggered mode, and horizontal steel bars penetrate through the upper and lower layer staggered hidden beam stirrups. The upper and lower layer hidden columns are connected through sleeves and integrated through pouring. The vertical assembly type shear wall connecting system is good in integrity, definite in stress, convenient and rapid to construct and good in economic effect, labor cost is greatly reduced, and cost is greatly reduced.
Description
Technical field
The present invention relates to technical field of buildings, the vertical connector of fabricated shear wall of the dark beam sleeper of more particularly to a kind of band
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 projected, and the form of green building and environmental protection is increasingly serious, and original foundation is in low price labour
On the basis of building 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 cannot meet the demand of modern social development, the industrialization of building is building industry
Inevitable development direction, and the growth of explosion type will be welcome.
In the last few years China had put into effect the policy that some carry forward vigorously building industrialization process, and last year lives the portion's of building 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 quickly grows, but lies substantially in construction aspect, that is to say, that rigidly will be by
One integral cast-in-situ building structure of traditional approach design splits and carry out after structural elements factorial praluction, assembled in situ formula peace
Fill, rather than industrialized structural system is suitable to from research and development and start with, cause component standardization relatively low, component variability is big, the scale of construction
Difficulty that is huge, increase manufacture, transport, installing, greatly improves on the contrary building cost, becomes the height in building construction
End 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.
The content of the invention
For the problems referred to above, the invention provides one kind can further improve its property indices, one is carried out to it
The reinforcement of series is processed, and a kind of good integrity of exploitation, clear and definite power transmission, simple structure, the dark beam of safe and reliable, easy construction band are dark
The vertical linked system of fabricated shear wall of post.
The technical solution used in the present invention is：A kind of fabricated shear wall vertical linked system of the dark beam sleeper of band, including
Intermediate layer shear-wall element, bottom shear-wall element, intermediate layer shear-wall element sleeper vertical reinforcement, intermediate layer shear-wall element
Top dark beam stirrup, the dark beam stirrup in intermediate layer shear-wall element bottom, intermediate layer shear-wall element apex cavity bearing, intermediate layer
Shear-wall element bottom positioning concrete block, bottom shear-wall element sleeper vertical reinforcement, the dark beam in bottom shear-wall element top
Stirrup, dark beam horizontal reinforcement, sleeve, armored concrete bearing, shear wall of the bottom shear-wall element with cavity are vertically distributed steel
Muscle and shear wall inside stirrup；Intermediate layer shear-wall element apex cavity bearing and intermediate layer shear-wall element bottom positioning are mixed
Solidifying soil block is respectively arranged at the upper and lower of intermediate layer shear-wall element, armored concrete of the bottom shear-wall element with cavity
Bearing is located at the top of bottom shear-wall element, and intermediate layer shear-wall element and bottom shear-wall element pass through intermediate layer shear wall
Unit bottom positioning concrete block is positioned in armored concrete bearing of the bottom shear-wall element with cavity and is attached, and connects
Place's level is provided with two dark beam horizontal reinforcements, and the intermediate layer shear-wall element sleeper being provided with the middle of the shear-wall element of intermediate layer is vertical
The bottom shear-wall element sleeper vertical reinforcement being provided with the middle of reinforcing bar and bottom shear-wall element is fixedly connected by sleeve；
The upper and lower of the intermediate layer shear-wall element is respectively equipped with the dark beam stirrup in intermediate layer shear-wall element top with
The dark beam stirrup in interbed shear-wall element bottom, and intermediate layer shear-wall element inner transverse and crossed longitudinally be provided with inside shear wall
Stirrup and the vertical distribution bar of shear wall；The dark beam stirrup in intermediate layer shear-wall element top is in the pre-buried of intermediate layer shear-wall element
Part is connected with two row's shear walls inside stirrup, and is close to the evenly distributed bottom of the vertical distribution bar of shear wall；Intermediate layer shear wall
The dark beam stirrup of unit bottom is connected in the pre-buried part of intermediate layer shear-wall element with two row's shear walls inside stirrup, and is close to cut
The evenly distributed bottom of the vertical distribution bar of power wall；
The bottom of the bottom shear-wall element is flat, and top is provided with the dark beam stirrup in bottom shear-wall element top；Intermediate layer
The dark beam stirrup in the junction intermediate layer shear-wall element bottom of shear-wall element and bottom shear-wall element and bottom shear wall list
It is simultaneously uniform staggered that the dark beam stirrup in unit top is all connected with two dark beam horizontal reinforcements.
A kind of method of attachment of the vertical linked system of fabricated shear wall of the dark beam sleeper of band, comprises the steps
The installation of step 1 bottom shear-wall element：Find suitable location and bottom shear-wall element is installed into place；
Step 2 lifts middle shear-wall element；By the way that intermediate layer shear-wall element bottom positioning concrete block is positioned at into bottom
It is in armored concrete bearing of the shear-wall element with cavity that the lifting of middle shear-wall element is in place；
The fixation of step 3 linked system；Using sleeve by intermediate layer shear-wall element sleeper vertical reinforcement and bottom shear wall list
First sleeper Vertical bar connection is fixed, then dark beam horizontal reinforcement is installed into place；
Step 4 connects reinforcing bar：By the dark beam stirrup of the dark beam stirrup in intermediate layer shear-wall element bottom and bottom shear-wall element top
Simultaneously colligation is contacted in dark beam horizontal reinforcement together；
Step 5 one-piece casting：The junction of middle shear-wall element and bottom shear-wall element is poured into strong concrete makes
It is connected to become entirety.
As a kind of preferred technical scheme：The intermediate layer shear-wall element sleeper vertical reinforcement and bottom shear wall list
First sleeper vertical reinforcement is 4 rectangular distributions and arranges.
As a kind of preferred technical scheme：The intermediate layer shear-wall element apex cavity bearing, intermediate layer shear wall
The unit bottom positioning armored concrete bearing of concrete block and bottom shear-wall element with cavity is left and right and arranges.
The invention has the beneficial effects as follows：（1）Good integrity, easy construction, good economical benefit, cost, stress is greatly reduced
Clearly, simple structure；（2）Each shear-wall element inside arranges sleeper and greatly improves the bearing capacity of itself；（3）By setting
Put the connected mode of dark beam sleeper and combine the advantage of frame system, greatly improve the globality of connection.
Description of the drawings
Fig. 1 is that a kind of vertical linked system of fabricated shear wall of the dark beam sleeper of band is connected schematic diagram；
Fig. 2 is bottom shear-wall element front schematic view of the present invention；
Fig. 3 is bottom shear-wall element plane face of the present invention schematic diagram；
Fig. 4 is shear-wall element front schematic view in intermediate layer of the present invention；
Fig. 5 is intermediate layer shear-wall element plane face of the present invention schematic diagram；
Fig. 6 is the front schematic view of intermediate layer shear-wall element reinforcing bar arrangement；
In figure；1 intermediate layer shear-wall element, 2 bottom shear-wall elements, 3 intermediate layer shear-wall element sleeper vertical reinforcements, in 4
Interbed shear-wall element top dark beam stirrup, the dark beam stirrup in 5 intermediate layer shear-wall element bottoms, 6 intermediate layer shear-wall element tops
Portion's cavity bearing, 7 intermediate layer shear-wall element bottoms positioning concrete block, 8 bottom shear-wall element sleeper vertical reinforcements, 9 bottoms
The dark beam stirrup in story shear wall unit top, 10 dark beam horizontal reinforcements, 11 sleeves, 12 reinforcing bars of the bottom shear-wall element with cavity are mixed
Solidifying soil bearing, the vertical distribution bar of 13 shear walls, 14 shear walls inside stirrup.
Specific embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and embodiment is described in detail to the present invention, but not
They can be interpreted as limiting the scope of the present invention.
Refer to the attached drawing, a kind of vertical linked system of fabricated shear wall of the dark beam sleeper of band, including intermediate layer shear wall list
Unit 1, bottom shear-wall element 2, the dark beam hoop in intermediate layer shear-wall element sleeper vertical reinforcement 3, intermediate layer shear-wall element top
Muscle 4, the dark beam stirrup 5 in intermediate layer shear-wall element bottom, intermediate layer shear-wall element apex cavity bearing 6, intermediate layer shear wall
Unit bottom positioning concrete block 7, the dark beam stirrup in bottom shear-wall element sleeper vertical reinforcement 8, bottom shear-wall element top
9th, the armored concrete bearing 12, shear wall of dark beam horizontal reinforcement 10, sleeve 11, bottom shear-wall element with cavity is vertically distributed
Reinforcing bar 13 and shear wall inside stirrup 14；Intermediate layer shear-wall element apex cavity bearing 6 and intermediate layer shear-wall element bottom
Portion's positioning concrete block 7 is respectively arranged at the upper and lower of intermediate layer shear-wall element 1, and bottom shear-wall element is with cavity
Armored concrete bearing 12 is located at the top of bottom shear-wall element 2, intermediate layer shear-wall element 1 and bottom shear-wall element 2
Concrete block 7 is positioned by intermediate layer shear-wall element bottom and is positioned at armored concrete of the bottom shear-wall element with cavity
It is attached in seat 12, junction level is provided with two dark beam horizontal reinforcements 10, in being provided with the middle of intermediate layer shear-wall element 1
The bottom shear-wall element sleeper being provided with the middle of interbed shear-wall element sleeper vertical reinforcement 3 and bottom shear-wall element 2 is vertical
Reinforcing bar 8 is fixedly connected by sleeve 11；
The upper and lower of the intermediate layer shear-wall element 1 is respectively equipped with the dark He of beam stirrup 4 in intermediate layer shear-wall element top
The dark beam stirrup 5 in intermediate layer shear-wall element bottom, and the inner transverse of intermediate layer shear-wall element 1 and crossed longitudinally it is provided with shear wall
Internal stirrup 14 and the vertical distribution bar 13 of shear wall；The dark beam stirrup 4 in intermediate layer shear-wall element top is in intermediate layer shear wall
The pre-buried part of unit 1 is connected with two row's shear walls inside stirrup 14, and it is evenly distributed to be close to the vertical distribution bar 13 of shear wall
Bottom；The dark beam stirrup 5 in intermediate layer shear-wall element bottom is inside the pre-buried part of intermediate layer shear-wall element 1 with two row's shear walls
Stirrup 14 connects, and is close to the evenly distributed bottom of the vertical distribution bar 13 of shear wall；
The bottom of the bottom shear-wall element 2 is flat, and top is provided with the dark beam stirrup 9 in bottom shear-wall element top；It is middle
The dark beam stirrup 5 in the junction intermediate layer shear-wall element bottom of story shear wall unit 1 and bottom shear-wall element 2 and bottom are sheared
It is simultaneously uniform staggered that the dark beam stirrup 9 in wall unit top is all connected with two dark beam horizontal reinforcements 10.
A kind of method of attachment of the vertical linked system of fabricated shear wall of the dark beam sleeper of band, comprises the steps
The installation of step 1 bottom shear-wall element：Find suitable location and bottom shear-wall element 2 is installed into place；
Step 2 lifts middle shear-wall element；By the way that intermediate layer shear-wall element bottom positioning concrete block 7 is positioned at into bottom
Middle shear-wall element 1 is lifted in armored concrete bearing 12 of the shear-wall element with cavity in place；
The fixation of step 3 linked system；Using sleeve 11 by intermediate layer shear-wall element sleeper vertical reinforcement 3 and bottom shear wall
Unit sleeper vertical reinforcement 8 is connected, then dark beam horizontal reinforcement 10 is installed into place；
Step 4 connects reinforcing bar：By the dark beam stirrup of the dark beam stirrup 5 in intermediate layer shear-wall element bottom and bottom shear-wall element top
9 contact simultaneously colligation together in dark beam horizontal reinforcement 10；
Step 5 one-piece casting：The junction of middle shear-wall element 1 and bottom shear-wall element 2 is poured into strong concrete
It is set to be connected to become entirety.
Described intermediate layer shear-wall element sleeper vertical reinforcement 3 and bottom shear-wall element sleeper vertical reinforcement 8 are 4
The rectangular distribution of root is arranged.
Described intermediate layer shear-wall element apex cavity bearing 6, intermediate layer shear-wall element bottom positioning concrete block 7
The armored concrete bearing 12 with cavity is left and right and arranges with bottom shear-wall element.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (4)
1. the vertical linked system of fabricated shear wall of the dark beam sleeper of a kind of band, it is characterised in that：Including intermediate layer shear wall list
First (1), bottom shear-wall element (2), intermediate layer shear-wall element sleeper vertical reinforcement (3), intermediate layer shear-wall element top
Dark beam stirrup (4), the dark beam stirrup in intermediate layer shear-wall element bottom（5）, intermediate layer shear-wall element apex cavity bearing（6）、
Intermediate layer shear-wall element bottom positions concrete block（7）, bottom shear-wall element sleeper vertical reinforcement（8）, bottom shear wall
The dark beam stirrup in unit top（9）, dark beam horizontal reinforcement（10）, sleeve（11）, reinforced concrete of the bottom shear-wall element with cavity
Native bearing（12）, the vertical distribution bar of shear wall（13）And shear wall inside stirrup（14）；Intermediate layer shear-wall element top
Cavity bearing（6）Concrete block is positioned with intermediate layer shear-wall element bottom（7）It is respectively arranged at intermediate layer shear-wall element (1)
Upper and lower, armored concrete bearing of the bottom shear-wall element with cavity（12）Positioned at bottom shear-wall element (2)
Top, intermediate layer shear-wall element (1) and bottom shear-wall element (2) position concrete by intermediate layer shear-wall element bottom
Block（7）It is positioned at armored concrete bearing of the bottom shear-wall element with cavity（12）Inside it is attached, junction level is provided with
Two dark beam horizontal reinforcements（10）, the intermediate layer shear-wall element sleeper vertical steel being provided with the middle of intermediate layer shear-wall element (1)
The bottom shear-wall element sleeper vertical reinforcement being provided with the middle of muscle (3) and bottom shear-wall element (2)（8）By sleeve（11）Enter
Row is fixedly connected；
The upper and lower of the intermediate layer shear-wall element (1) is respectively equipped with the dark beam stirrup in intermediate layer shear-wall element top
And the dark beam stirrup in intermediate layer shear-wall element bottom (4)（5）, and intermediate layer shear-wall element (1) inner transverse and crossed longitudinally
It is provided with shear wall inside stirrup（14）With the vertical distribution bar of shear wall（13）；The dark beam stirrup in intermediate layer shear-wall element top
(4) in the pre-buried part of intermediate layer shear-wall element (1) and two row's shear walls inside stirrup（14）Connection, and it is perpendicular to be close to shear wall
To distribution bar（13）Evenly distributed bottom；The dark beam stirrup in intermediate layer shear-wall element bottom（5）In intermediate layer shear-wall element (1)
Pre-buried part and two row's shear walls inside stirrup（14）Connection, and it is close to the vertical distribution bar of shear wall（13）It is evenly distributed
Bottom；
The bottom of the bottom shear-wall element (2) is flat, and top is provided with the dark beam stirrup in bottom shear-wall element top（9）；
The dark beam stirrup in the junction intermediate layer shear-wall element bottom of intermediate layer shear-wall element (1) and bottom shear-wall element (2)（5）
With the dark beam stirrup in bottom shear-wall element top（9）It is all connected with two dark beam horizontal reinforcements（10）And it is uniform staggered.
2. the method for attachment of the vertical linked system of fabricated shear wall of the dark beam sleeper of a kind of band, it is characterised in that：Including as follows
Step
The installation of step 1 bottom shear-wall element：Find suitable location and bottom shear-wall element (2) is installed into place；
Step 2 lifts middle shear-wall element；By the way that intermediate layer shear-wall element bottom is positioned into concrete block（7）It is positioned at bottom
Armored concrete bearing of the story shear wall unit with cavity（12）It is interior by middle shear-wall element（1）Lifting is in place；
The fixation of step 3 linked system；Using sleeve（11）Intermediate layer shear-wall element sleeper vertical reinforcement (3) is cut with bottom
Power wall unit sleeper vertical reinforcement（8）It is connected, then by dark beam horizontal reinforcement（10）Install in place；
Step 4 connects reinforcing bar：By the dark beam stirrup in intermediate layer shear-wall element bottom（5）With the dark beam hoop in bottom shear-wall element top
Muscle（9）In dark beam horizontal reinforcement（10）Simultaneously colligation contact together；
Step 5 one-piece casting：By middle shear-wall element（1）High intensity is poured with the junction of bottom shear-wall element (2) to mix
Solidifying soil makes it be connected to become entirety.
3. the vertical linked system of fabricated shear wall of the dark beam sleeper of a kind of band according to claim 1, it is characterised in that：
The intermediate layer shear-wall element sleeper vertical reinforcement (3) and bottom shear-wall element sleeper vertical reinforcement（8）4 are in square
Shape distribution is arranged.
4. the vertical linked system of fabricated shear wall of the dark beam sleeper of a kind of band according to claim 1, it is characterised in that：
The intermediate layer shear-wall element apex cavity bearing（6）, intermediate layer shear-wall element bottom positioning concrete block（7）And bottom
Armored concrete bearing of the shear-wall element with cavity（12）It is the setting of left and right two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611054466.5A CN106639041A (en) | 2016-11-25 | 2016-11-25 | Vertical assembly type shear wall connecting system with hidden beams and hidden columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611054466.5A CN106639041A (en) | 2016-11-25 | 2016-11-25 | Vertical assembly type shear wall connecting system with hidden beams and hidden columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106639041A true CN106639041A (en) | 2017-05-10 |
Family
ID=58811910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611054466.5A Withdrawn CN106639041A (en) | 2016-11-25 | 2016-11-25 | Vertical assembly type shear wall connecting system with hidden beams and hidden columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639041A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086353A (en) * | 2017-12-05 | 2018-05-29 | 中建五局第三建设有限公司 | A kind of hollow wallboard spliced with cast-in-place hidden girder mixes prefabricated assembled pipe gallery and its construction method |
| CN108149706A (en) * | 2017-12-05 | 2018-06-12 | 中建五局第三建设有限公司 | A kind of cast-in-place hidden girder and the prefabricated assembled pipe gallery and its construction method of superimposed sheet splicing |
| CN108166525A (en) * | 2017-12-05 | 2018-06-15 | 中建五局第三建设有限公司 | A kind of half prefabricated assembled pipe gallery spliced with cast-in-place hidden girder and its construction method |
-
2016
- 2016-11-25 CN CN201611054466.5A patent/CN106639041A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086353A (en) * | 2017-12-05 | 2018-05-29 | 中建五局第三建设有限公司 | A kind of hollow wallboard spliced with cast-in-place hidden girder mixes prefabricated assembled pipe gallery and its construction method |
| CN108149706A (en) * | 2017-12-05 | 2018-06-12 | 中建五局第三建设有限公司 | A kind of cast-in-place hidden girder and the prefabricated assembled pipe gallery and its construction method of superimposed sheet splicing |
| CN108166525A (en) * | 2017-12-05 | 2018-06-15 | 中建五局第三建设有限公司 | A kind of half prefabricated assembled pipe gallery spliced with cast-in-place hidden girder and its construction method |
| CN108086353B (en) * | 2017-12-05 | 2020-06-26 | 中建五局第三建设有限公司 | Hollow wall plate mixed prefabricated assembly type comprehensive pipe gallery spliced by cast-in-place hidden beams and construction method thereof |
| CN108149706B (en) * | 2017-12-05 | 2020-06-26 | 中建五局第三建设有限公司 | Prefabricated assembled comprehensive pipe gallery spliced by cast-in-place hidden beams and laminated slabs and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170510 |
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| WW01 | Invention patent application withdrawn after publication |