CN206844397U - For the L-type empty stomach organ timbering at corner wall - Google Patents
For the L-type empty stomach organ timbering at corner wall Download PDFInfo
- Publication number
- CN206844397U CN206844397U CN201720750309.1U CN201720750309U CN206844397U CN 206844397 U CN206844397 U CN 206844397U CN 201720750309 U CN201720750309 U CN 201720750309U CN 206844397 U CN206844397 U CN 206844397U
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- tubing string
- band steel
- steel tubing
- empty stomach
- horizontal
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Abstract
It the utility model is related to a kind of L-type empty stomach organ timbering at corner wall, including vertically arranged vertical band steel tubing string and horizontal band steel tubing string, the vertical band steel tubing string and horizontal band steel tubing string are the hollow rectangle structure including long side and short side, the vertical band steel tubing string is located at the left side of horizontal band steel tubing string, it is described that at least two uniform connection girder steels are vertically provided between band steel tubing string and horizontal band steel tubing string, the right-hand member of the connection girder steel is fixed on the left side short side of horizontal band steel tubing string, the left end of the connection girder steel is fixed on the right side long side of vertical band steel tubing string, the outer ledge of the connection girder steel aligns with the rearward edges of the right side long side of vertical band steel tubing string, L-type empty stomach organ timbering of the present utility model at corner wall, it can avoid producing projection at corner wall;And the L-type empty stomach organ timbering is prefabricated component, convenience in transport, is easy to assemble, can save the engineering time of building-site.
Description
Technical field
The technical field of steel building is the utility model is related to, more particularly to a kind of L-type at corner wall is on an empty stomach
Organ timbering.
Background technology
In house, at the corner wall in room, concrete common practices is to set L-type shear wall, and the thickness of wall is same
Wall thickness is filled, interior is not in the situation of projection.In steel house, conventional Steel Frame Column is in order to meet two sides
To bending rigidity, often section is larger, typically no less than 300mm, and the thickness for filling wall is generally no greater than 300mm.In steel
After post finishes fireproof coating and building coats, a no small external corner projection is had indoors, influenceing the interior of residential housing makes
Use function.In order to avoid projection, while the rigidity of structure of both direction is taken into account, it is necessary to handle frame column.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of L-type empty stomach organ timbering at corner wall.
The technical solution of the utility model is:A kind of L-type empty stomach organ timbering at corner wall, including it is vertically arranged perpendicular
To band steel tubing string and horizontal band steel tubing string, the vertical band steel tubing string and horizontal band steel tubing string are the sky including long side and short side
Heart rectangular configuration, the vertical band steel tubing string are located at the left side of horizontal band steel tubing string, the vertical band steel tubing string and horizontal band steel
At least two uniform connection girder steels are provided between tubing string, the right-hand member of the connection girder steel is fixed on the left side of horizontal band steel tubing string
Short side, the left end of the connection girder steel are fixed on the right side long side of vertical band steel tubing string, the outer ledge of the connection girder steel with
The rearward edges alignment of the right side long side of vertical band steel tubing string.
Preferably, the right short of the horizontal band steel tubing string is fixed with that two difference are above and the connection steel of lower section
Plate, the front short side of the vertical band steel tubing string are also fixed with that two difference are above and the junction steel plate of lower section, the company
Connect steel plate and be provided with several uniform bolts hole.
Preferably, filled with the light-weight filled wall that several are connected successively between the adjacent connection girder steel of each two
Plate.
Preferably, the welding that the right short of the horizontal band steel tubing string is fixed with positioned at the upper and lower both sides of junction steel plate is taken
Plate, the front short side of the vertical band steel tubing string are also fixed with the welding attachment strap positioned at the upper and lower both sides of junction steel plate.
Preferably, the length of the long side of the vertical band steel tubing string and/or the horizontal band steel tubing string is the length of short side
3-5 times.
The beneficial effects of the utility model are:
L-type empty stomach organ timbering of the present utility model at corner wall, it can avoid producing projection at corner wall;And
And the L-type empty stomach organ timbering is prefabricated component, convenience in transport, is easy to assemble, can save the engineering time of building-site.
Brief description of the drawings
Fig. 1 is main structure diagram of the present utility model;
Fig. 2 is Fig. 1 A-A sectional views;
Fig. 3 is Fig. 1 B-B sectional views;
Fig. 4 is Fig. 1 partial enlarged view;
In figure:1. vertical band steel tubing string, 2. horizontal band steel tubing strings, 3. connection girder steels, 4. framework girder steels, 5. junction steel plates,
6. light filling wallboard.
Embodiment
Specific embodiment of the present utility model is referring to Fig. 1-4:
Embodiment one, such as Fig. 1-3, a kind of L-type empty stomach organ timbering at corner wall, including vertically arranged vertical band steel
Tubing string 1 and horizontal band steel tubing string 2, the vertical band steel tubing string 1 and horizontal band steel tubing string 2 are hollow including long side and short side
The length of the long side of rectangular configuration, the vertical band steel tubing string 1 and/or the horizontal band steel tubing string 2 is the 3-5 of the length of short side
Times, the vertical band steel tubing string 1 is located at the left side of horizontal band steel tubing string 2, the vertical band steel tubing string 1 and horizontal band steel tubing string 2
Between be provided with least two uniform connection girder steels 3, the right-hand member of the connection girder steel 3 is fixed on the left side of horizontal band steel tubing string 2
Short side, the left end of the connection girder steel 3 are fixed on the right side long side of vertical band steel tubing string 1, the outer ledge of the connection girder steel 3
Alignd with the rearward edges of the right side long side of vertical band steel tubing string 1.
Embodiment two, as Figures 1 and 4, essentially identical with embodiment one, difference is, the horizontal band steel tubing string 2
Right short is fixed with that two difference are above and the junction steel plate of lower section 5, the front short side of the vertical band steel tubing string 1
It is fixed with that two difference are above and the junction steel plate of lower section 5, the junction steel plate 5 is provided with several uniform bolts hole.
Embodiment three, such as Fig. 1, essentially identical with embodiment one, difference is, the adjacent connection steel of each two
Filled with the light filling wallboard 6 that several are connected successively between beam 3.
Example IV, as Figures 1 and 4, essentially identical with embodiment three, difference is, the horizontal band steel tubing string 2
Right short is fixed with the welding attachment strap positioned at 5 upper and lower both sides of junction steel plate, the front short side of the vertical band steel tubing string 1
It is fixed with the welding attachment strap positioned at 5 upper and lower both sides of junction steel plate.
In use, the L-type empty stomach organ timbering of the present utility model at corner wall is completed in factory, Ran Houyun
It is defeated to arrive job site, suitable position is lifted into, the i-beam structure that will be used cooperatively with L-type empty stomach organ timbering of the present utility model
Framework girder steel 4 be also lifted into job site, the web of framework girder steel 4 and junction steel plate 5 are connected with, by framework girder steel
4 flange plate welds after being put on welding attachment strap with the corresponding vertical band steel tubing string 2 of band steel tubing string 1 or horizontal.
Claims (5)
1. a kind of L-type empty stomach organ timbering at corner wall, it is characterised in that including vertically arranged vertical band steel tubing string and horizontal stroke
To band steel tubing string, the vertical band steel tubing string and the horizontal band steel tubing string are the hollow rectangle knot including long side and short side
Structure, the vertical band steel tubing string be located at the left side of horizontal band steel tubing string, described vertically between band steel tubing string and horizontal band steel tubing string
Provided with least two uniform connection girder steels, the right-hand member of the connection girder steel is fixed on the left side short side of horizontal band steel tubing string, institute
The left end for stating connection girder steel is fixed on the right side long side of vertical band steel tubing string, the outer ledge and vertical band steel of the connection girder steel
The rearward edges alignment of the right side long side of tubing string.
2. the L-type empty stomach organ timbering according to claim 1 at corner wall, it is characterised in that the horizontal Flat steel pipe
The right short of post is fixed with that two difference are above and the junction steel plate of lower section, the front short side of the vertical band steel tubing string
Also it is fixed with that two difference are above and the junction steel plate of lower section, the junction steel plate is provided with several uniform bolts hole.
3. the L-type empty stomach organ timbering according to claim 1 or 2 at corner wall, it is characterised in that each two is adjacent
Filled with the light filling wallboard that several are connected successively between the connection girder steel.
4. the L-type empty stomach organ timbering according to claim 3 at corner wall, it is characterised in that the horizontal Flat steel pipe
The right short of post is fixed with the welding attachment strap positioned at the upper and lower both sides of junction steel plate, the front short side of the vertical band steel tubing string
Also it is fixed with the welding attachment strap positioned at the upper and lower both sides of junction steel plate.
5. the L-type empty stomach organ timbering according to claim 3 at corner wall, it is characterised in that the vertical Flat steel pipe
The length of the long side of post and/or the horizontal band steel tubing string is 3-5 times of the length of short side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720750309.1U CN206844397U (en) | 2017-06-26 | 2017-06-26 | For the L-type empty stomach organ timbering at corner wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720750309.1U CN206844397U (en) | 2017-06-26 | 2017-06-26 | For the L-type empty stomach organ timbering at corner wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206844397U true CN206844397U (en) | 2018-01-05 |
Family
ID=60802523
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720750309.1U Active CN206844397U (en) | 2017-06-26 | 2017-06-26 | For the L-type empty stomach organ timbering at corner wall |
Country Status (1)
Country | Link |
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CN (1) | CN206844397U (en) |
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2017
- 2017-06-26 CN CN201720750309.1U patent/CN206844397U/en active Active
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