CN205907855U - Steel pipe board combination steel sheet shear force wall - Google Patents
Steel pipe board combination steel sheet shear force wall Download PDFInfo
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- CN205907855U CN205907855U CN201620825576.6U CN201620825576U CN205907855U CN 205907855 U CN205907855 U CN 205907855U CN 201620825576 U CN201620825576 U CN 201620825576U CN 205907855 U CN205907855 U CN 205907855U
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Abstract
The utility model provides a steel pipe board combination steel sheet shear force wall, includes wall unit, wall unit is formed by two blocks of steel sheets that each other are the symmetry, all be connected through a steel pipe between the wall unit, wall unit's steel sheet and steel pipe each other are the welding, a plurality of wall unit that are connected through the steel pipe form to the wall body, all be formed with a cavity between steel sheet and the steel pipe, between the steel sheet, all be equipped with a plurality of evenly distributed's cant chisei in steel sheet inner wall, the steel pipe, the cant chisei is located the cavity, the concrete has been filled in the cavity, steel sheet, steel pipe all weld on a trompil stiffening rib plate, be equipped with a fill orifice that link up mutually with the cavity on the trompil stiffening rib plate. The utility model discloses a steel pipe board combination steel sheet shear force wall can be in steel sheet shear force wall course of working, and the assurance steel sheet is difficult for the condition that the appearance is warp, and can avoid owing to the minimum condition that leads to welding the difficulty in the space between the steel sheet, reduces the processing degree of difficulty of steel sheet shear force wall.
Description
Technical field
This utility model is related to a kind of steel plate shear force wall, particularly a kind of steel pipe plate combined steel plate shearing force wall.
Background technology
Shear wall is to be primarily subjected to wind load in house or structures or horizontal loading that geological process causes and vertical lotus
The body of wall carrying, prevents structure shear from destroying, and shear wall is then divided into several of the types, steel plate shear force wall is one of which shearing
Wall, the newel post of steel plate shear force wall, sleeper, as pillar, play the effect of support to steel plate shear force wall, and the connection between steel plate
All realized by sleeper, newel post, but due to structure problem, the length of the steel plate typically between newel post and sleeper is all relatively
Long, the situation of steel plate deformed therefore easily occurs in the steel plate shear force wall course of processing, the outward appearance having influence on steel plate shear force wall is put down
Whole degree it is impossible to make the quality of steel plate shear force wall be protected, and by newel post and sleeper come supporting steel plate shear wall, in order to ensure
The intensity of steel plate shear force wall, need to weld floor between steel plate, and the space between steel plate is minimum, therefore extremely difficult welded,
Increased the welding difficulty of staff, and easily have influence on welding quality, so that the steadiness connecting between steel plate cannot
It is protected, more cannot ensure the intensity of steel plate shear force wall.
Content of the invention
The technical problems to be solved in the utility model is to provide a kind of steel pipe plate combined steel plate shearing force wall, and it can be cut in steel plate
It is ensured that steel plate is less prone to the situation of deformation in the power wall course of processing, and the space between being avoided that due to steel plate is minimum leads to
The difficult situation of welding, reduces the difficulty of processing of steel plate shear force wall.
The technical scheme in the invention for solving the above technical problem is:
This utility model discloses a kind of steel pipe plate combined steel plate shearing force wall, and including wall element, wall element is by two pieces mutually
Formed for symmetrical steel plate it is characterised in that: be all connected by a steel pipe between described wall element, the steel plate of wall element
Weld each other with steel pipe；Described some body of wall is formed as by the wall element that steel pipe is connected；Between described steel plate and steel pipe,
All it is formed with a cavity between steel plate；All it is provided with some equally distributed pegs, peg is located at sky in described steel plate inwall, steel pipe
Intracavity；It is perfused with concrete in described cavity；Described steel plate, steel pipe are all welded in a perforate and put more energy on floor；Described perforate adds
Strength floor is provided with a fill orifice connecting with cavity；One angle steel side is welded on steel plate, and angle steel opposite side is welded in steel
Guan Shang.
Lifting otic placode is all provided with described steel plate, steel pipe.
Described perforate is put more energy into and is shelved with a floor top bars on floor, and perforate is put more energy into floor and the weldering of floor top bars phase
Connect；One floor lower floor reinforcing bar, angle steel and the reinforcing bar phase welding of floor lower floor are shelved with described angle steel.
The beneficial effects of the utility model are:
Compared with prior art, replaced using the steel pipe plate combined steel plate shearing force wall steel pipe of this utility model structure
Sleeper, newel post, are made the wall element between sleeper and newel post originally directly be welded with steel pipe phase, eliminate weldering on steel plate
The operation of rib plate, it is to avoid lead to because the space between steel plate is minimum to weld difficult situation, considerably reduce steel plate and cut
The difficulty of processing of power wall, after sleeper is all changed to steel pipe with newel post, the length of the steel plate between steel pipe also shortens therewith, contracting
The probability that steel plate after short deforms then can reduce, and the steel pipe rigidity after finished product is big, after steel plate with steel-pipe welding, can be
The deformation of steel plate is reduced on big degree it is ensured that the flat appearance degree of steel plate shear force wall, improve steel plate shear force wall perpendicularity and
Levelness.
Brief description
Fig. 1 is the structural representation of the depression angle of this utility model steel pipe plate combined steel plate shearing force wall；
Fig. 2 is the structural representation of the main view angle of this utility model steel pipe plate combined steel plate shearing force wall.
Specific embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description:
Refer to Fig. 1, Fig. 2, this utility model provides a kind of steel pipe plate combined steel plate shearing force wall, including wall element, wall
Body unit is formed by two blocks of mutually symmetrical steel plates 1, is all connected by a steel pipe 2 between described wall element, wall element
Steel plate 1 weld each other with steel pipe 2；Described some body of wall 3 is formed as by the wall element that steel pipe 2 is connected；Described steel plate 1
All it is formed with a cavity 4 and steel pipe 2 between, between steel plate 1；All it is provided with some being uniformly distributed in described steel plate 1 inwall, steel pipe 2
Peg 5, peg 5 be located at cavity 4 in；It is perfused with concrete 6 in described cavity 4；Described steel plate 1, steel pipe 2 are all welded in one and open
Put more energy on floor 7 in hole；Described perforate floor 7 of putting more energy into is provided with a fill orifice 8 connecting with cavity 4；One angle steel 9 side is welded
On steel plate 1, angle steel 9 opposite side is welded on steel pipe 2.
All it is provided with lifting otic placode on described steel plate 1, steel pipe 2.
Described perforate is put more energy into and is shelved with a floor top bars 10 on floor 7, and perforate is put more energy into floor 7 and floor top bars
10 mutually weld；One floor lower floor reinforcing bar 11 is shelved with described angle steel 9, angle steel 9 is mutually welded with floor lower floor reinforcing bar 11.
Using method of the present utility model is as follows:
Traditional steel plate shear force wall body of wall is all formed by setting sleeper, newel post between wall element, i.e. steel
Connection between plate 1 is all to be connected by sleeper, newel post, and this utility model has then replaced sleeper, newel post with steel pipe 2,
So that the steel plate 1 of the wall element between sleeper and newel post originally is directly mutually welded with steel pipe 2, eliminate weldering on steel plate 1
The operation of rib plate, it is to avoid lead to because the space between steel plate 1 is minimum to weld difficult situation, considerably reduce steel plate and cut
The difficulty of processing of power wall.
After sleeper and newel post are all changed to steel pipe 2, the length of the steel plate 1 between steel pipe also shortens, after shortening therewith
The probability that steel plate 1 deforms then can reduce, and steel pipe 2 rigidity after finished product is big, after steel plate 1 with steel pipe 2 welding, steel pipe 2
The deformation of steel plate 1 can be reduced to the full extent it is ensured that the flat appearance degree of steel plate shear force wall, improve the perpendicularity of steel plate shear force wall
And levelness.
In this utility model course of processing, floor 7 is put more energy in perforate can be advanced according to the installation site of steel plate 1 and steel pipe 2
Row unwrapping wire positions, and then peg 5 is welded in inside steel plate 1 inwall and steel pipe 2, is then welded on steel pipe 2 according to position line
Perforate is put more energy on floor 7, then steel plate 1 is welded on perforate puts more energy on floor 7, finally enters steel pipe 2 after positioning with steel plate 1
Row welding, after the completion of steel pipe 2 and steel plate 1 welding, angle steel 9 both sides is respectively welded on steel pipe 2 and steel plate 1, and the depositing of angle steel 9
The steadiness being connected between steel pipe 2 and steel plate 1 can be increased, the intensity of steel plate shear force wall more can be increased it is ensured that steel plate shearing
The quality of wall, after the completion of angle steel 9 welding, then according to Hoisting Program, on steel pipe 2 with steel plate 1, all settings lift otic placode, now
Steel pipe plate combined steel plate shearing force wall completes.
After steel pipe plate combined steel plate shearing force wall lifting positioning, by floor top bars 10, floor lower floor reinforcing bar 11 respectively
Be shelved on perforate put more energy into floor 7, on angle steel 9, and welded, so that the intensity of steel plate shear force wall is strengthened again, finally then pass through
Concrete 6 is poured in cavity 4 fill orifice 8 that perforate is put more energy on floor, and with pouring into of concrete 6, peg 5 then can be located at
In concrete 6, peg 5 then can by concrete 6 with steel pipe 2, steel plate 1 linking together tightly, increased steel plate 1 and concrete
6 switching performance is it is ensured that the cooperative bearing of steel plate 1 and concrete 6.
Claims (3)
1. a kind of steel pipe plate combined steel plate shearing force wall, including wall element, wall element is formed by two blocks of mutually symmetrical steel plates,
It is characterized in that: all it is connected by a steel pipe between described wall element, the steel plate of wall element and steel pipe weld each other；Institute
State and some body of wall is formed as by the wall element that steel pipe is connected；Between described steel plate and steel pipe, all it is formed between steel plate
One cavity；All it is provided with some equally distributed pegs, peg is located in cavity in described steel plate inwall, steel pipe；In described cavity
It is perfused with concrete；Described steel plate, steel pipe are all welded in a perforate and put more energy on floor；Described perforate put more energy into floor be provided with one with
The fill orifice that cavity connects；One angle steel side is welded on steel plate, and angle steel opposite side is welded on steel pipe.
2. a kind of steel pipe plate combined steel plate shearing force wall according to claim 1 it is characterised in that: on described steel plate, steel pipe
All it is provided with lifting otic placode.
3. a kind of steel pipe plate combined steel plate shearing force wall according to claim 2 it is characterised in that: described perforate is put more energy into floor
On be shelved with a floor top bars, perforate put more energy into floor and floor top bars phase welding；It is shelved with Stall on described angle steel
Plate lower floor reinforcing bar, angle steel and the reinforcing bar phase welding of floor lower floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620825576.6U CN205907855U (en) | 2016-08-02 | 2016-08-02 | Steel pipe board combination steel sheet shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620825576.6U CN205907855U (en) | 2016-08-02 | 2016-08-02 | Steel pipe board combination steel sheet shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205907855U true CN205907855U (en) | 2017-01-25 |
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ID=57803144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620825576.6U Active CN205907855U (en) | 2016-08-02 | 2016-08-02 | Steel pipe board combination steel sheet shear force wall |
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| Country | Link |
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| CN (1) | CN205907855U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN108086531A (en) * | 2017-12-25 | 2018-05-29 | 北京千城集成房屋有限公司 | A kind of double steel plate shear wall horizontal joint connection method |
| CN108638316A (en) * | 2018-05-16 | 2018-10-12 | 江南大学 | A kind of prefabricated assembled light floor and manufacturing method |
-
2016
- 2016-08-02 CN CN201620825576.6U patent/CN205907855U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740509A (en) * | 2017-11-13 | 2018-02-27 | 杭萧钢构股份有限公司 | A kind of splicing node of steel plate combined shear wall |
| CN107740509B (en) * | 2017-11-13 | 2023-09-12 | 杭萧钢构股份有限公司 | Splicing node of steel plate combined shear wall |
| CN107724540A (en) * | 2017-11-14 | 2018-02-23 | 重庆凌锋投资管理有限公司 | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates |
| CN108086531A (en) * | 2017-12-25 | 2018-05-29 | 北京千城集成房屋有限公司 | A kind of double steel plate shear wall horizontal joint connection method |
| CN108086531B (en) * | 2017-12-25 | 2023-09-22 | 北京千城集成房屋有限公司 | Horizontal joint connection method for double-steel-plate shear wall |
| CN108638316A (en) * | 2018-05-16 | 2018-10-12 | 江南大学 | A kind of prefabricated assembled light floor and manufacturing method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |