CN109930742A - A kind of shear wall basic unit and shear wall and building concentration - Google Patents
A kind of shear wall basic unit and shear wall and building concentration Download PDFInfo
- Publication number
- CN109930742A CN109930742A CN201910265754.2A CN201910265754A CN109930742A CN 109930742 A CN109930742 A CN 109930742A CN 201910265754 A CN201910265754 A CN 201910265754A CN 109930742 A CN109930742 A CN 109930742A
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- Prior art keywords
- wall
- outline border
- shear
- protrusion
- liner
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 210000003205 muscle Anatomy 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 210000004027 cell Anatomy 0.000 abstract 1
- 210000002421 cell wall Anatomy 0.000 abstract 1
- 238000003825 pressing Methods 0.000 description 9
- 238000005266 casting Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 210000000232 gallbladder Anatomy 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to shear wall fields, more particularly to a kind of shear wall basic unit and shear wall and building concentration, including outline border, stiffening plate is connected in outline border, outline border is divided into several cells by stiffening plate, and the two sides of stiffening plate are equipped with protrusion one, cross reinforcing rib is connected between stiffening plate and outline border inner wall, cell inner wall positioned at outline border end is equipped with the protrusion two opposite with cross reinforcing rib, and the inner wall of outline border is equipped with convex line item, offers concave slot one on the outer wall of outline border；The present invention has the advantages that the shear-wall element formed in such a way that outline border adds liner or steel reinforcement cage after-pouring concrete, with stronger shear behavior, reliability is higher, protrusion on cross reinforcing rib and stiffening plate is abutted with liner, and the bonding strength and stability between liner and outline border can be improved；In outline border end, setting connection structure facilitates the construction and design of shear wall in order to be connected with each other between multiple shear-wall elements.
Description
Technical field
The present invention relates to shear wall field more particularly to a kind of shear wall basic unit and shear walls and building concentration.
Background technique
Important component of the shear wall as building structure, mainly undertakes the effect of shearing resistance bending resistance, but in the prior art cuts
Power wall is generally constituted using following form: using two blocks of steel plates as metope, in steel plate casting concrete and lay reinforcing bar or
Increase newel post and weld stud at steel plate both ends, but such shear wall cannot mechanical large-scale production, process mostly at
This height.
Based on this, this case is given birth to therefrom.
Summary of the invention
One of the objects of the present invention is to provide a kind of shear wall basic units, and batch mechanization can be standardized by having
Production, the high advantage quick for installation of machining accuracy.
To achieve the goals above, the technical solution is as follows:
A kind of shear wall basic unit, including outline border are connected with stiffening plate in outline border, and outline border is divided into several units by stiffening plate
Lattice, the two sides of stiffening plate are equipped with protrusion one, cross reinforcing rib are connected between stiffening plate and outline border inner wall, are located at outline border end
Cell inner wall be equipped with the protrusion two opposite with cross reinforcing rib, the inner wall of outline border is equipped with convex line item, outline border outside
Concave slot one is offered on wall.
Further, reinforcement is inserted in the hole formed between the cross reinforcing rib, outline border inner wall and stiffening plate
Circle muscle.
Further, steel reinforcement cage is inserted in each cell of the outline border and has poured concrete, be located at intermediate single
Four angles of the steel reinforcement cage in first lattice are clamped with cross reinforcing rib；The two of them of steel reinforcement cage in end unit lattice
Angle and cross reinforcing rib are clamped, other two angle and protrusion two, cell inner wall are clamped.
Further, in each cell of the outline border be embedded with cross liner, described raised one, protrusion two,
Cross reinforcing rib, convex line item are abutted with inner bladder outer wall, and concave slot two is offered on inner bladder outer wall.
Further, the liner includes the liner one being connected in outline border end unit lattice and is connected to single among outline border
The outer wall of liner two in first lattice, the one end of liner one far from liner two is equipped with teeth portion one, and teeth portion one is stung with the convex line item
It closes.
Further, any outline border is "-" type or L-type or cross or T font.
Further, the side wall of the outline border end extends outward to form protrusion, and the two sides of protrusion offer screw hole, screw hole
It is arranged along outline border width direction, offers mounting groove among the top surface of protrusion.
Further, the two sides of the top surface mounting groove of the protrusion offer card slot, and screw hole runs through card slot side wall, and card slot is remote
Outer wall from mounting groove side is toothed surface.
The second object of the present invention is to provide a kind of shear wall, including above-mentioned shear-wall element.
The third object of the present invention is to provide a kind of building concentration, including above-mentioned shear-wall element.
The present invention has the advantages that component can disposable extrusion forming, pass through outline border plus liner or steel reinforcement cage after-pouring
The shear-wall element that the mode of concrete is formed, have stronger shearing resistance compressive property, reliability is higher, cross reinforcing rib and
Protrusion in stiffening plate is abutted with liner, and the bonding strength and stability between liner and outline border can be improved；In outline border end
Connection structure is set, and in order to be connected with each other between multiple shear-wall elements, the standardization of component facilitates assembled and cuts
The construction and design of power wall.
Detailed description of the invention
Fig. 1 is the organigram of diplopore Linear shear wall unit outline border in embodiment 1；
Fig. 2 is the organigram of four hole Linear shear wall unit outline borders in embodiment 2；
Fig. 3 is the connection schematic diagram of four hole Linear shear wall unit outline borders and reinforcement circle muscle in embodiment 3；
Fig. 4 is the connection schematic diagram of four hole Linear shear wall unit outline borders and liner in embodiment 4；
Fig. 5 is four hole Linear shear wall unit outline borders in embodiment 5, liner, reinforces the organigram after circle muscle connection；
Fig. 6 is the connection schematic diagram of shear-wall element outline border and steel reinforcement cage in embodiment 6；
Fig. 7 is shear-wall element outline border and steel reinforcement cage, the connection schematic diagram for reinforcing circle muscle in embodiment 7；
Fig. 8 is the organigram of three hole L-type shear-wall element outline borders in embodiment 8；
Fig. 9 is the organigram of four hole T I-shaped shear wall unit outline borders in embodiment 9；
Figure 10 is the organigram of the cross shear-wall element outline border in five holes in embodiment 10；
Figure 11 is the connection type perspective view of the explosion of two kinds of shear-wall elements in shear wall in embodiment 11；
Label declaration
Outline border 1, stiffening plate 2, protrusion 1, protrusion 24, cross star reinforcing rib 5, convex line item 6, concave slot 1 reinforce circle muscle 8,
Steel reinforcement cage 9, liner 1, liner 2 11, concave slot 2 12, teeth portion 13, toothed surface 14, protrusion 15, card slot 16, mounting groove 17,
Shear key 18, sealing strip 19, tooth form pressing plate 20, screw 21, cover board 22.
Specific embodiment
Present invention is further described in detail with reference to embodiments.
Embodiment 1:
The present embodiment proposes a kind of diplopore Linear shear wall basic unit, as shown in Figure 1, including outline border 1, is connected in outline border 1
Stiffening plate 2, outline border 1 are divided into two cells by stiffening plate 2, and the two sides of stiffening plate 2 are equipped with protrusion 1, stiffening plate 2 and outer
Cross reinforcing rib 5 is connected between 1 inner wall of frame, the cell inner wall positioned at 1 end of outline border is equipped with and cross 5 phase of reinforcing rib
Pair protrusion 24, the inner wall of outline border 1 is equipped with convex line item 6, offers concave slot 1 on the outer wall of outline border 1.Raised 1, convex
The setting for playing 24, convex line item 6 can increase the bonding force between outline border 1 and concrete, to improve the resistance to compression shearing resistance of shear wall
Ability；The setting of cross reinforcing rib 5 enhances the attachment force between 1 side wall of stiffening plate 2 and outline border；Secondly in precast shear wall
When, need to squeeze into tapping screw on outline border 1, concave slot 1 can be pre-positioned tapping screw, prevent tapping screw from producing
Raw sliding.
To optimize structure, the present embodiment is additionally provided with connection structure at the both ends of outline border 1, and the concrete form of connection structure is such as
Under: the side wall of 1 two ends of outline border extends outward to form protrusion 15, and the two sides of protrusion 15 offer screw hole, and screw hole is wide along outline border 1
Direction setting is spent, offers mounting groove 17 among the top surface of protrusion 15, meanwhile, the two sides of the top surface mounting groove 17 of protrusion 15 open up
There is card slot 16, screw hole runs through 16 side wall of card slot, and outer wall of the card slot 16 far from 17 side of mounting groove is toothed surface 14.When connection, peace
For installing sealing strip 19 in tankage 17, card slot 16 is for being clamped shear key 18, and toothed surface 14 with tooth form pressing plate 20 for being engaged.
Embodiment 2:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in Fig. 2, four hole "-" types in the present embodiment shear
Wall unit outline border 1 and diplopore Linear shear wall basic unit are substantially similar, the difference is that there are two units for embodiment 1
Lattice, and the present embodiment includes four cells.
Embodiment 3:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in figure 3, the construction of the present embodiment and 2 class of embodiment
Seemingly, it the difference is that, is inserted in the hole that the present embodiment is formed between cross reinforcing rib 5,1 inner wall of outline border and stiffening plate 2
It is connected to reinforcement circle muscle 8.In work progress, casting concrete in the shear-wall element in embodiment 2, reinforcing circle muscle 8 can be elongated
It is arranged or when shear-wall element is vertically docked as joint bar, shear-wall element is further improved after casting concrete
Intensity.
Embodiment 4:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in figure 4, including outline border 1, outline border 1 in the present embodiment
Construction it is same as Example 2, the difference is that, embedded with cross interior in each cell of the present embodiment outline border 1
Gallbladder, described raised 1, protrusion 24, cross reinforcing rib 5, convex line item 6 abutted with inner bladder outer wall, offered on inner bladder outer wall
Concave slot 2 12；Liner includes the liner 1 being connected in 1 end unit lattice of outline border and is connected in 1 intermediate cells of outline border
Liner 2 11, the outer wall of the one end of liner 1 far from liner 2 11 is equipped with teeth portion 13, and teeth portion 13 is stung with the convex line item 6
It closes.The setting for referring to protrusion 1, protrusion 24, convex line item 6 in embodiment 1 can increase between outline border 1 and concrete
Bonding force, and in the present embodiment, protrusion 1, protrusion 24 and convex line item 6 are abutted with inner bladder outer wall, strengthen liner and outline border 1
Between attachment force so that the shear-wall element globality of the present embodiment waits until further to be promoted, and the setting of concave slot 2 12
On the one hand it can increase the attachment force between liner and concrete, on the other hand, convex line item 6, cross reinforcing rib 5, protrusion one
3, protrusion 24 can be connected in concave slot 2 12, further promote attachment force.And on liner 1 teeth portion 13 design, mesh
Be that first adjacent liner is connected with similar tooth form pressing plate before two adjacent shear-wall element tooth form pressing plates 20 connect
Come, also for improve shear-wall element between attachment force, while can in liner casting concrete, further strengthen and cut
The shear behavior of power wall unit.
Embodiment 5:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in figure 5, the construction of the present embodiment and 4 class of embodiment
Seemingly, it the difference is that, is inserted in the hole that the present embodiment is formed between cross reinforcing rib 5,1 inner wall of outline border and stiffening plate 2
It is connected to reinforcement circle muscle 8, it is same as Example 3 with effect that the reinforcement circle muscle 8 in the present embodiment adds principle, does not retouch excessively herein
It states.
Embodiment 6:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in fig. 6, the principle of the present embodiment and 4 phase of embodiment
Together, the difference is that, it is plugged with steel reinforcement cage 9(in each cell of the present embodiment outline border 1 and uses in steel reinforcement cage 9 replaces
Gallbladder), four angles of the steel reinforcement cage 9 in intermediate cells are clamped with cross reinforcing rib 5；In end unit lattice
The two of them angle of steel reinforcement cage 9 and cross reinforcing rib 5 are clamped, other two angle and protrusion 24, cell inner wall are clamped, if
Casting concrete when setting steel reinforcement cage 9.
Embodiment 7:
The present embodiment proposes a kind of four hole Linear shear wall units, as shown in fig. 7, the construction of the present embodiment and 6 class of embodiment
Seemingly, it the difference is that, is inserted in the hole that the present embodiment is formed between cross reinforcing rib 5,1 inner wall of outline border and stiffening plate 2
It is connected to reinforcement circle muscle 8, and casting concrete.It is same as Example 3 with effect that reinforcement circle muscle 8 in the present embodiment adds principle,
It does not describe excessively herein.
Embodiment 8:
The present embodiment proposes a kind of three hole L-type shear-wall elements, as shown in figure 8, include outline border 1, construction and connection in outline border 1
Structure is same as Example 1.
Embodiment 9:
The present embodiment proposes four hole T I-shaped shear wall units, as shown in figure 9, include outline border 1, construction and connection knot in outline border 1
Structure is same as Example 1.
Embodiment 10:
The present embodiment proposes the cross shear-wall element in five holes, as shown in Figure 10, including outline border 1, construction and connection in outline border 1
Structure is same as Example 1.
Embodiment 11:
A kind of shear wall of the present embodiment, the shear-wall element in shear wall can be it is any in above-described embodiment, it is adjacent
The connection type of unit is as shown in figure 11, and shear wall includes shear key 18, sealing strip 19, tooth form pressing plate 20, screw 21 and cover board
22, the protrusion 15 of two adjacent shear-wall elements is bonded to each other, and sealing strip 19 is connected in mounting groove 17, and shear key 18 is connected to
In card slot 16, for preventing the sliding between adjacent shear-wall element, pressing has tooth form pressing plate 20 in toothed surface 14, connects in pressing plate
There is screw 21, by the cooperation of tooth form pressing plate 20 and screw 21, so that two shear-wall elements are securely attached to together, screw
It is stamped the cover board 22 being clamped with outline border 1 in 21 tops.
Claims (10)
1. a kind of shear wall basic unit, it is characterised in that: including outline border, stiffening plate is connected in outline border, outline border passes through stiffening plate
It is divided into several cells, the two sides of stiffening plate are equipped with protrusion one, cross reinforcement is connected between stiffening plate and outline border inner wall
Muscle, the cell inner wall positioned at outline border end are equipped with the protrusion two opposite with cross reinforcing rib, and the inner wall of outline border is equipped with
Convex line item offers concave slot one on the outer wall of outline border.
2. a kind of shear wall basic unit as described in claim 1, it is characterised in that: the cross reinforcing rib, outline border
Reinforcement circle muscle is inserted in the hole formed between inner wall and stiffening plate.
3. a kind of shear wall basic unit as described in claim 1, it is characterised in that: in each cell of the outline border
Be inserted with steel reinforcement cage and poured concrete, four angles of the steel reinforcement cage in intermediate cells with cross reinforcing rib card
It connects；The two of them angle of steel reinforcement cage in end unit lattice and the clamping of cross reinforcing rib, other two angle and protrusion two,
The clamping of cell inner wall.
4. a kind of shear wall basic unit as described in claim 1, it is characterised in that: in each cell of the outline border
Embedded with cross liner, described raised one, protrusion two, cross reinforcing rib, convex line item abutted with inner bladder outer wall, outside liner
Concave slot two is offered on wall.
5. a kind of shear wall basic unit as described in claim 1, it is characterised in that: the liner includes being connected to outline border end
Liner one in portion's cell and the liner two being connected in outline border intermediate cells, the one end of liner one far from liner two it is outer
Wall is equipped with teeth portion, and teeth portion is engaged with the convex line item.
6. a kind of shear wall basic unit a method as claimed in any one of claims 1 to 5, it is characterised in that: the outline border be "-" type or
L-type or cross or T font.
7. a kind of shear wall basic unit as claimed in claim 6, it is characterised in that: the side wall of the outline border end is to extension
It stretches to form protrusion, the two sides of protrusion offer screw hole bolt and pass through vestibule, offer mounting groove among the top surface of protrusion.
8. a kind of shear wall basic unit as claimed in claim 7, it is characterised in that: the two of the top surface mounting groove of the protrusion
Side offers card slot, and screw hole runs through card slot side wall, and outer wall of the card slot far from mounting groove side is toothed surface.
9. a kind of shear wall, it is characterised in that: including claim 1-5 is any or any shear-wall element lattice of 7-8.
10. a kind of building concentration, it is characterised in that: including claim 1-5 is any or any shear-wall element of 7-8
Lattice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910265754.2A CN109930742A (en) | 2019-04-03 | 2019-04-03 | A kind of shear wall basic unit and shear wall and building concentration |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910265754.2A CN109930742A (en) | 2019-04-03 | 2019-04-03 | A kind of shear wall basic unit and shear wall and building concentration |
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| Publication Number | Publication Date |
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| CN109930742A true CN109930742A (en) | 2019-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910265754.2A Pending CN109930742A (en) | 2019-04-03 | 2019-04-03 | A kind of shear wall basic unit and shear wall and building concentration |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110026726A (en) * | 2009-09-08 | 2011-03-16 | 서울시립대학교 산학협력단 | Shear wall structure for high rise building |
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
| WO2018196151A1 (en) * | 2017-04-28 | 2018-11-01 | 东南大学 | Prefabricated cavity-type perpend forming concrete shear wall |
| CN211736038U (en) * | 2019-04-03 | 2020-10-23 | 浙江越宫钢结构有限公司 | Shear wall basic unit, shear wall and building monomer |
-
2019
- 2019-04-03 CN CN201910265754.2A patent/CN109930742A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110026726A (en) * | 2009-09-08 | 2011-03-16 | 서울시립대학교 산학협력단 | Shear wall structure for high rise building |
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN106854899A (en) * | 2017-01-18 | 2017-06-16 | 黄坤坤 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
| WO2018196151A1 (en) * | 2017-04-28 | 2018-11-01 | 东南大学 | Prefabricated cavity-type perpend forming concrete shear wall |
| CN107313551A (en) * | 2017-08-25 | 2017-11-03 | 姚攀峰 | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method |
| CN211736038U (en) * | 2019-04-03 | 2020-10-23 | 浙江越宫钢结构有限公司 | Shear wall basic unit, shear wall and building monomer |
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