CN209129207U - A kind of compound shear wall skeleton and steel section concrete structure compound shear wall - Google Patents
A kind of compound shear wall skeleton and steel section concrete structure compound shear wall Download PDFInfo
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- CN209129207U CN209129207U CN201821445389.0U CN201821445389U CN209129207U CN 209129207 U CN209129207 U CN 209129207U CN 201821445389 U CN201821445389 U CN 201821445389U CN 209129207 U CN209129207 U CN 209129207U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 216
- 239000010959 steel Substances 0.000 title claims abstract description 216
- 239000004567 concrete Substances 0.000 title claims abstract description 77
- 150000001875 compounds Chemical class 0.000 title claims abstract description 71
- 238000009826 distribution Methods 0.000 claims abstract description 42
- 238000005192 partition Methods 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010008 shearing Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 7
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000004134 energy conservation Methods 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 15
- 238000000034 method Methods 0.000 description 11
- 238000005516 engineering process Methods 0.000 description 6
- 238000002360 preparation method Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000000428 dust Substances 0.000 description 3
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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Abstract
The utility model discloses a kind of compound shear wall skeletons, the steel section concrete structure compound shear wall including compound shear wall skeleton.The compound shear wall skeleton includes the first shear wall skeleton and the second shear wall skeleton, and the first shear wall skeleton and the second shear wall skeleton include the steel the top of a wall, horizontal direction distribution bar, middle partition, steel frame and vertical distribution bar.The utility model steel section concrete structure compound shear wall is prefabricated in the factory, prepares compound shear wall skeleton and steel node and casting concrete, and steel section concrete structure compound shear wall prefabricated component is made, in case assembly.The utility model steel section concrete structure L shape shear wall has the advantages that one, energy conservation and environmental protection, and the duration shortens at least half；Two, quality fundamentally improves；Three, whole structural stability is good；Four, L shape shear wall skeleton and steel section concrete structure L shape shear wall are completed in the factory.
Description
Technical field
The utility model relates to construction engineering technical field more particularly to a kind of compound shear wall skeleton and including the group
The steel section concrete structure compound shear wall of combination shearing wall skeleton.
Background technique
Since reform and opening-up, China's architectural engineering grows continuously and fast, and construction scope and investment amount are very huge.2017
Year, only real estate industry's construction area is up to 7,800,000,000 square metres.However, most architectural engineerings are at present still using tradition
Building site cast-in-place concrete design method and construction technology.Architectural engineering is brought again in high speed development serious negatively to ask
Topic.Protection soil the ecology that conserves forests, mitigates dust pollution air, mitigates noise pollution environment, and house insulation energy conservation improves
The problems such as construction quality is the Building technology problem that architecture field must be solved urgently.In September, 2016, premier Li Keqiang propose " certainly
Surely assembled architecture is greatly developed, industry restructuring upgrading is pushed ".Firmly the portion of building be carry out " General Office of the State Council about
Greatly develop the instruction of assembled architecture ", to promote green building and building materials, develop assembled architecture, improves building skill
Art level and construction quality give support and policy favour energetically to the Kechuang work of assembled architecture.Up to the present, known
Steel reinforced concrete assembling building be that prefabrication is superimposed the cast-in-place mounting technology in building site.The technology actually assembly rate is not
Very high, difficulty of construction is big in addition, and cost is high, and it is very difficult to promote.
The utility model proposes steel section concrete structure rectangular column and its steel node be in steel section concrete structure assembled architecture system
A kind of basic building block.It is produced in factory normalization, in assemble in site at building structure.This assembled architecture technology has abandoned tradition
The processes such as scaffold, support shuttering, assembling reinforcement, casting concrete are set up in construction method.Reached construction green, environmental protection,
The standard of energy saving building.Suitable for Tall Reinforced Concrete Buildings.For traditional architecture construction method, this technology is solved
It is most of in architectural engineering to want to solve the problems, such as and unsolved common quality defect for a long time, construction quality is fundamentally improved, has
Power promotes architectural design and construction technological progress.Anti-seismic performance is more superior.Cost be suitable for, it is with good economic efficiency and
Social benefit.
Utility model content
For overcome the deficiencies in the prior art, one of the purpose of this utility model is to provide a kind of compound shear wall bone
Frame, to overcome complex procedures existing for traditional architecture building course, transport and casting concrete difficulty is relatively high, reinforcement installation
Precision and component geometric dimension are difficult to ensure and skyscraper builds the problems such as progress is slow.
The two of the purpose of this utility model are to provide a kind of steel section concrete structure compound shear wall, be combined by the steel section concrete structure
Shear wall can directly be built into high building structure, and facilitate the interconnection between steel section concrete structure compound shear wall, with
Overcome complex procedures present in traditional skyscraper process building course, transport and casting concrete difficulty is relatively high asks
Topic.
One of the purpose of this utility model adopts the following technical scheme that realization:
A kind of compound shear wall skeleton, including the first shear wall skeleton and the second shear wall skeleton, first shear wall
Skeleton and the second shear wall skeleton include the steel the top of a wall, steel frame and vertical distribution bar, and the steel the top of a wall is set to steel frame two
End, the vertical distribution bar extend to the other end from one end of steel frame, the vertical distribution bar both ends with the steel the top of a wall
Connection；
The steel frame includes horizontal direction distribution bar, middle partition and steel frame, and the middle partition is set to steel frame
Both ends and vertical distribution bar pass through the middle partition at both ends, and the steel the top of a wall is set on middle partition, and the steel frame is set to steel framework
The two sides of frame, the both ends of the horizontal direction distribution bar are connect with two sides steel frame respectively；
The steel frame of the first shear wall skeleton is connect with the steel frame of the second shear wall skeleton.
Further, the first shear wall skeleton and the second shear wall skeleton include a pair of of steel frame and a pair of of steel side
Frame is respectively arranged on the two sides of corresponding steel frame；
The steel frame includes bottom plate and side plate, and the side plate is respectively arranged on bottom plate two sides, the bottom plate and side plate shape
At right-angled U groove, and the both ends of horizontal direction distribution bar are connect with two sides bottom plate respectively；
The side plate of the first shear wall skeleton/second shear wall skeleton side steel frame inwards extends to form side
The side plate of steel male connector, the second shear wall skeleton/first shear wall skeleton side steel frame extends to form steel mother towards outside
Slot, the steel female groove are socketed steel male connector.
Further, the corresponding side plate of the steel male connector is equipped with the first fixed bolt hole, correspondingly, the steel female groove pair
The side plate answered is equipped with the second fixed bolt hole.
Further, the corresponding side plate of the steel female groove inwards extends to form reinforcing rib, the reinforcing rib and middle partition
Connection；
The both ends of the corresponding side plate of the steel male connector are connect with middle partition respectively.
Further, the steel the top of a wall is to be provided with endplate, the endplate and square in rectangular steel pipe and rectangular steel pipe
The axial direction of shape steel pipe is vertical, and the vertical distribution bar passes through endplate and connect with endplate.
The two of the purpose of this utility model adopt the following technical scheme that realization:
A kind of steel section concrete structure compound shear wall, including compound shear wall skeleton described in any of the above embodiments and concrete packet
Layer, the concrete covering coat vertical distribution bar and horizontal direction distribution bar, and the cross section of the concrete covering is in square
Shape.
Further, the steel section concrete structure compound shear wall further includes steel node, and the steel node is rectangular steel pipe；
When the splicing of steel section concrete structure compound shear wall, the steel node is socketed two pieces of steel section concrete structure compound shear walls simultaneously
The steel the top of a wall.
Compared with prior art, the utility model has the beneficial effects that:
(1) a kind of compound shear wall skeleton of the utility model is used to prepare steel section concrete structure compound shear wall, by combination
Shear wall skeleton casting concrete, which forms, is made steel section concrete structure compound shear wall, simple, at low cost, the skeleton knot with preparation process
The advantages that structure shearing resistance and strong anti-bending bearing capacity, can satisfy the mechanical requirements of skyscraper.
(2) a kind of preparation process of steel section concrete structure compound shear wall of the utility model is carried out in factory, passes through steel section concrete structure
Steel frame between compound shear wall is connected with each other carry out level and builds, by steel node carry out steel section concrete structure compound shear wall it
Between be vertically connected with, realize steel section concrete structure compound shear wall between vertically building, without considering in skyscraper building course
It conveys, the difficulty of casting concrete, also eliminates process cumbersome in building course, substantially reduce construction period, reduce
The pollution of fugitive dust and NOISE ON ENVIRONMENT；The processes such as erection skeleton, casting concrete in prefabricated component preparation process are in factory
It completes, dimensional accuracy is higher, and structural quality is more reliable, cost is lower.
Detailed description of the invention
Fig. 1 is a kind of schematic view of facade structure of embodiment steel section concrete structure compound shear wall of the utility model；
Fig. 2 is cross-sectional view of the steel section concrete structure compound shear wall shown in Fig. 1 along 1-1；
Fig. 3 is the structural schematic diagram of the first shear wall；
Fig. 4 is cross-sectional view of the first shear wall shown in Fig. 3 along 2-2；
Fig. 5 is the enlarged drawing of the first steel frame shown in Fig. 4；
Fig. 6 is the structural schematic diagram of the second shear wall；
Fig. 7 is cross-sectional view of second shear wall along 3-3.
In figure: 1, the first shear wall；11, the first steel frame；111, bottom plate；112, side plate；113, the first fixed bolt hole；
2, the second shear wall；21, the second steel frame；211, the second fixed bolt hole；213, reinforcing rib；3, concrete covering；4, vertical
Distribution bar；5, horizontal direction distribution bar；6, the steel the top of a wall；61, endplate；7, steel frame；8, middle partition；9, steel node.
Specific embodiment
In the following, being described further in conjunction with attached drawing and specific embodiment to the utility model, it should be noted that
Under the premise of not colliding, it can be formed in any combination between various embodiments described below or between each technical characteristic new
Embodiment.
Embodiment 1
As shown in Figure 1, the elevation of the steel section concrete structure compound shear wall for a kind of embodiment of the utility model.The steel section
Concrete structure compound shear wall includes the first shear wall 1, the second shear wall 2 and steel node 3.As shown in Fig. 2,1 He of the first shear wall
Second shear wall 2 includes and concrete covering 3, vertical distribution bar 4, horizontal direction distribution bar 5 (Fig. 2 is not shown) and steel
Frame, concrete covering 3 coat vertical distribution bar 4 and horizontal direction distribution bar 5.First steel frame of the first shear wall 1
11 and second shear wall 2 the second steel frame 21 be connected with each other.As a result, mutually by the first steel frame 11 and the second steel frame 21
First shear wall 1 and the second shear wall 2 are carried out horizontal splicing by connection, and the level for completing steel section concrete structure compound shear wall is built
Work.
It as shown in Figure 3-4, is the first shear wall 1 (left side includes concrete covering 3, and right side does not include concrete covering 3),
First shear wall 1 includes concrete covering 3 and compound shear wall skeleton.The compound shear wall skeleton includes upper and lower two steel the top of a wall
6, two steel frames 7 in left and right and vertical distribution bar 4, two steel the top of a wall 6 be respectively arranged on the both ends of steel frame 7 and with steel frame 7
Connection, vertical distribution bar 4 extend to the other end from one end of steel frame 7, the both ends of vertical distribution bar 4 respectively with two steel
The top of a wall 6 connects, and by the steel the top of a wall 6, steel frame 7, (steel frame 7 is by horizontal direction distribution bar 5, upper and lower middle partition 8 and two as a result,
Steel frame 11 is constituted) and vertically distribution bar 4 is fixed together to form compound shear wall skeleton.Steel frame 7 includes level
To distribution bar 5, upper and lower middle partition 8 and two steel frames 11.Wherein, up and down in partition 8 be set to up and down the two of steel frame 7
End, vertical distribution bar 4 pass through the middle partition 8 of upper and lower ends, and upper and lower two steel the top of a wall 6 are respectively arranged on partition 8 in two pieces upper and lower
On, two steel frames 11 are respectively arranged on the left and right sides of steel frame 7, and horizontal direction distribution bar 5 passes perpendicularly through the left and right sides
Steel frame 11 is simultaneously connect with steel frame 11.It builds up first by the steel the top of a wall 6, steel frame 7 and vertical 4 groups of distribution bar as a result, and cuts
The compound shear wall skeleton of power wall 1.The compound shear wall bone of the compound shear wall skeleton of second shear wall 2 and the first shear wall 1
Frame is identical, is attached by the first steel frame 11 of the first shear wall 1 and the second steel frame 21 of the second shear wall 2, by
This, the first shear wall 1 and the second shear wall 2 are linked together, and complete the first shear wall 1 and the horizontal of the second shear wall 2 is spelled
It connects.
The utility model steel section concrete structure compound shear wall can first construct compound shear wall skeleton in the factory, then combine
Sandwiched template and joints cement concrete is carried out on the basis of shear wall skeleton, the form removal after cement concrete solidification, i.e.,
Obtain steel section concrete structure compound shear wall.In use, the steel section concrete structure compound shear wall built can be lifted into suitable position
It sets, horizontal splicing is carried out by the first steel frame 11 and the second steel frame 21 of two side ends, constructs the level of high-rise
Structure can also be connected by the top or bottom end of steel section concrete structure compound shear wall with other steel section concrete structure compound shear walls
It connects, the horizontal structure of high-rise is constructed on vertical direction.In the present embodiment, steel section concrete structure compound shear wall passes through it
When two side ends and other steel section concrete structure compound shear walls carry out horizontal direction splicing, it can be bolt and be fixedly connected, weld, cut with scissors
It the modes such as connects, be clamped and being fixedly connected with mode；Steel section concrete structure compound shear wall passes through its top or bottom end and other steel section concrete structures
When compound shear wall carries out vertical direction splicing, be also possible to bolt be fixedly connected, weld, hingedly, modes are fixed connects for clamping etc.
Connect mode.The steel section concrete structure compound shear wall skeleton and including the steel section concrete structure compound shear wall skeleton steel section concrete structure combination cut
The preparation process of power wall is completed in factory, convenient for modularization quickly, produce the steel section concrete structure compound shear wall in enormous quantities, drop
The low difficulty of assembly skeleton and joints cement concrete, meanwhile, the factorial production is also conducive to ensure construction quality, steel
The size etc. of section concrete structure compound shear wall is also easier to control, moreover it is possible to which the cumbersome process for removing building site assembling operation from greatly shortens
The site construction period reduces fugitive dust and NOISE ON ENVIRONMENT pollution etc..
As preferred embodiment, as seen in figures 3-6, the first shear wall skeleton and the second shear wall skeleton include one
To steel frame, corresponding the first shear wall skeleton is the first steel frame 11, and corresponding the second shear wall skeleton is the second steel frame
21.Wherein, the first steel frame 11 is respectively arranged on the two sides of steel frame 7, and the second steel frame 21 is equally set to the second shear wall skeleton
Steel frame two sides.By taking the first shear wall skeleton as an example, the first steel frame 11 includes bottom plate 111 and side plate 112, side plate
112 are respectively arranged on 111 two sides of bottom plate, and bottom plate 111 and side plate 112 form right-angled U groove, and the two of horizontal direction distribution bar 5
End is each passed through two sides bottom plate 111 and connect with two sides bottom plate 111.The side plate 112 of first steel frame 11 is sheared towards first
The inside of wall skeleton, bottom plate 111 is located at the outermost of the first shear wall skeleton as a result, passes through bottom plate 111 and side plate 112 as a result,
Form steel male connector.By taking the second shear wall skeleton as an example, on the left of the second steel frame 21 it is similar to above-mentioned first steel frame 11,
Rectangular U-shaped groove.The both side plate of second steel frame 21 is extended to form towards left side (i.e. the outside of the second shear wall skeleton)
Steel female groove.When the first shear wall 1 and the second shear wall 2 carry out horizontal splicing, steel male connector is inserted into steel female groove, it is real as a result,
Existing first shear wall 1 and the horizontal of the second shear wall 2 are spliced.
As preferred embodiment, the side plate of the first steel frame 11 is equipped with the first fixed bolt hole 113, the second steel side
The side plate of frame 21 is equipped with the second fixed bolt hole 211.It, can when the first shear wall 1 and the second shear wall 2 carry out horizontal splicing
The first fixed bolt hole 113 and the second fixed bolt hole 211 to be bolted, two pieces of steel section concrete structures are further reinforced as a result,
The horizontal connection of compound shear wall.
As preferred embodiment, as shown in fig. 7, the side plate of the second steel frame 21 (i.e. inwards) extends to the right shape
At reinforcing rib, welded between reinforcing rib 212 and middle partition 8.By the way that reinforcing rib 212 is arranged, facilitate the second steel frame 21 and interval
It is welded between plate 8, can also reinforce between the second steel frame 21 and middle partition 8 and connect.Similarly, the side plate 112 of the first steel frame 11
Upper and lower ends respectively with middle partition 8 weld, can equally reinforce between the first steel frame 11 and middle partition 8 and connect.
As preferred embodiment, the steel the top of a wall 6 is to be provided with endplate 61, endplate in rectangular steel pipe and rectangular steel pipe
61 is vertical with the axial direction of rectangular steel pipe 6, and vertical distribution bar 4 passes through endplate 61 and connect with endplate 61.It erects as a result,
It is also perpendicularly to endplate 61 while passing through endplate 61 to distribution bar 4, when the lateral surface with nut in endplate 61 will erect
When locking to distribution bar 4, endplate 61 and vertical distribution bar 4 are fixed, which has preferably structural mechanics intensity.
As preferred embodiment, as shown in Figure 1, the steel section concrete structure compound shear wall further includes steel node 9, steel node
9 be rectangular steel pipe.It, can be by lower square steel section concrete structure when upper and lower two steel section concrete structure compound shear wall carries out vertical direction splicing
The combined shear coping steel the top of a wall 6 is inserted into steel node 9 from below, in addition by the bottom of upper square steel section concrete structure compound shear wall
The steel the top of a wall 6 is inserted from above into steel node 9.The process assembled up and down for completing steel section concrete structure compound shear wall as a result, at this point, steel
The upper and lower ends of node 9 abut the middle partition 8 of steel section concrete structure compound shear wall up and down respectively.It, can be in specific implementation process
Seccotine is coated between the steel the top of a wall 6 and steel node 9, for reinforcing the connection between the steel the top of a wall 6 and steel node 9.
Embodiment 2
Difference between embodiment 2 and embodiment 1 is: two equal shapes of the second steel frame 21 of 2 two sides of the second shear wall
At steel female groove, the two sides of the second shear wall 2 can connect the first shear wall 1 (i.e. the steel male connector of the first shear wall 1) as a result,.
Above embodiment is only preferred embodiments of the present invention, cannot be protected with this to limit the utility model
Range, the variation of any unsubstantiality that those skilled in the art is done on the basis of the utility model and replacement belong to
In the utility model range claimed.
Claims (7)
1. a kind of compound shear wall skeleton, which is characterized in that including the first shear wall skeleton and the second shear wall skeleton, described
One shear wall skeleton and the second shear wall skeleton include the steel the top of a wall, steel frame and vertical distribution bar, and the steel the top of a wall is set to
Steel frame both ends, the vertical distribution bar extend to the other end from one end of steel frame, and the vertical distribution bar both ends are equal
It is connect with the steel the top of a wall；
The steel frame includes horizontal direction distribution bar, middle partition and steel frame, and the middle partition is set to the both ends of steel frame
And vertical distribution bar passes through the middle partition at both ends, the steel the top of a wall is set on middle partition, and the steel frame is set to steel frame
Two sides, the both ends of the horizontal direction distribution bar are connect with two sides steel frame respectively；
The steel frame of the first shear wall skeleton is connect with the steel frame of the second shear wall skeleton.
2. compound shear wall skeleton as described in claim 1, which is characterized in that the first shear wall skeleton and the second shearing
Wall skeleton includes the two sides that a pair of of steel frame and a pair of of steel frame are respectively arranged on corresponding steel frame；
The steel frame includes bottom plate and side plate, and the side plate is respectively arranged on bottom plate two sides, and the bottom plate and side plate are formed directly
Angle U-shaped groove, and the both ends of horizontal direction distribution bar are connect with two sides bottom plate respectively；
It is public that the side plate of the first shear wall skeleton/second shear wall skeleton side steel frame inwards extends to form side steel
The side plate of head, the second shear wall skeleton/first shear wall skeleton side steel frame extends to form steel female groove, institute towards outside
State steel female groove socket steel male connector.
3. compound shear wall skeleton as claimed in claim 2, which is characterized in that the corresponding side plate of the steel male connector is equipped with the
One fixed bolt hole, correspondingly, the corresponding side plate of the steel female groove is equipped with the second fixed bolt hole.
4. compound shear wall skeleton as claimed in claim 3, which is characterized in that the corresponding side plate of the steel female groove inwards prolongs
It stretches to form reinforcing rib, the reinforcing rib is connect with middle partition；
The both ends of the corresponding side plate of the steel male connector are connect with middle partition respectively.
5. compound shear wall skeleton as described in claim 1, which is characterized in that the steel the top of a wall is rectangular steel pipe and rectangle steel
Endplate is provided in pipe, the endplate is vertical with the axial direction of rectangular steel pipe, the vertical distribution bar pass through end every
Plate is simultaneously connect with endplate.
6. a kind of steel section concrete structure compound shear wall, which is characterized in that including the described in any item compound shear walls of claim 1-5
Skeleton and concrete covering, the concrete covering coat vertical distribution bar and horizontal direction distribution bar, the concrete packet
The cross section of layer is in rectangle.
7. steel section concrete structure compound shear wall as claimed in claim 6, which is characterized in that the steel section concrete structure compound shear wall is also
Including steel node, the steel node is rectangular steel pipe；
When the splicing of steel section concrete structure compound shear wall, the steel node is socketed the steel wall of two pieces of steel section concrete structure compound shear walls simultaneously
Head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821445389.0U CN209129207U (en) | 2018-09-03 | 2018-09-03 | A kind of compound shear wall skeleton and steel section concrete structure compound shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821445389.0U CN209129207U (en) | 2018-09-03 | 2018-09-03 | A kind of compound shear wall skeleton and steel section concrete structure compound shear wall |
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| CN209129207U true CN209129207U (en) | 2019-07-19 |
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| CN201821445389.0U Expired - Fee Related CN209129207U (en) | 2018-09-03 | 2018-09-03 | A kind of compound shear wall skeleton and steel section concrete structure compound shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016640A (en) * | 2021-11-18 | 2022-02-08 | 南京林业大学 | Novel bamboo laminated wood sandwich shear wall |
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2018
- 2018-09-03 CN CN201821445389.0U patent/CN209129207U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016640A (en) * | 2021-11-18 | 2022-02-08 | 南京林业大学 | Novel bamboo laminated wood sandwich shear wall |
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Granted publication date: 20190719 Termination date: 20200903 |