CN212957124U - Be applied to anti type of splitting internal partition wall of assembled steel construction - Google Patents
Be applied to anti type of splitting internal partition wall of assembled steel construction Download PDFInfo
- Publication number
- CN212957124U CN212957124U CN202021201548.XU CN202021201548U CN212957124U CN 212957124 U CN212957124 U CN 212957124U CN 202021201548 U CN202021201548 U CN 202021201548U CN 212957124 U CN212957124 U CN 212957124U
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- CN
- China
- Prior art keywords
- frame
- clamping pieces
- partition wall
- channel steel
- batten
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- Expired - Fee Related
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Abstract
The utility model provides an anti-cracking inner partition wall applied to an assembly type steel structure, which solves the problem that the inner partition wall is cracked frequently at a plate seam when in use; the frame is rectangular and is formed by welding two vertical parallel frame columns and two transverse parallel frame beams, the top and the bottom of the inner side of each frame beam are horizontally provided with a plurality of channel steel clamping pieces, the inner side of the frame is vertically provided with a plurality of slats which are abutted against the frame and matched with the channel steel clamping pieces, and four corners of each slat are positioned at the channel steel clamping pieces and fixedly connected with the channel steel clamping pieces; the slats are mutually matched; channel-section steel fastener and slat cooperation are fixed can improve the stability of frame, and the slat can shorten free deformation length for the cockscomb structure, knows according to shrink deformation formula omega alpha l, shortens the free deformation length of board seam, can reduce shrink deformation, finally reaches the problem that prevents the board seam fracture.
Description
Technical Field
The utility model relates to the field of building technology, especially indicate a be applied to wall in anti-type of splitting of assembled steel construction.
Background
The assembled steel structure is a building form which is vigorously developed in China in recent years, an inner partition wall is a key component which influences the use function of the assembled steel structure, the inner partition wall in actual engineering is usually made of autoclaved lightweight aerated concrete slabs, lightweight ceramsite concrete slabs, sandwich type concrete composite wallboards and other wallboard types, however, the inner partition wall is often cracked at a slab joint in use, and due to the fact that expansion coefficients of slab joint materials and slab materials are different, tensile force is generated due to incongruous deformation when temperature changes, and the slab joint is prone to cracking; the utility model provides a be applied to the anti type of splitting of assembled steel construction and separate partition wall, partition wall fracture in preventing that can bigger degree.
SUMMERY OF THE UTILITY MODEL
The utility model provides a be applied to anti type of splitting of assembled steel construction and separate partition wall has solved interior partition wall in use and has often met the problem of fracture in board seam department.
The technical scheme of the utility model is realized like this:
the anti-cracking type inner partition wall applied to the assembled steel structure comprises a frame, wherein the frame is rectangular and is formed by welding two vertical parallel frame columns and two transverse parallel frame beams, the top and the bottom of the inner side of each frame beam are horizontally provided with a plurality of channel steel clamping pieces, the inner side of the frame is vertically provided with a plurality of battens which are abutted against the frame and matched with the channel steel clamping pieces, and the four corners of each batten are positioned at the channel steel clamping pieces and fixedly connected with the channel steel clamping pieces; the batten is provided with a bulge and a groove, and the bulge and the groove of the adjacent batten are matched.
Furthermore, four steel plates are arranged at four corners of the batten and are connected with the channel steel clamping piece in a welding mode.
Further, the lath can be an ALC board, a lightweight ceramsite concrete lath or a sandwich type concrete composite wallboard.
Furthermore, elastic materials are filled in the plate seams of the adjacent laths, and anti-crack adhesive tapes are adhered to the outer surfaces of the plate seams.
The beneficial effect that this technical scheme can produce:
the channel steel clamping piece and the lath are matched and fixed, so that the stability of the frame can be improved, the lath is in a sawtooth shape, the free deformation length can be shortened, the free deformation length of the plate seam can be shortened according to a contraction deformation formula omega & alpha & l, the contraction deformation can be reduced, and the problem of preventing the plate seam from cracking is finally solved; the steel plate is arranged, so that the batten can be better welded with the channel steel clamping piece, fixed and stable connection can be realized through welding, and the stability of the structure is improved; the board seams of adjacent slats are filled with flexible filling materials such as elastic putty to increase the deformation capacity of the board seams, and glass fiber mesh cloth or anti-crack adhesive tapes are adhered to the outer surfaces of the board seams to disperse stress and prevent the inner partition board seams from being cracked.
Drawings
FIG. 1 is a schematic view of the frame structure of the present invention;
FIG. 2 is a schematic view of a frame mounting channel clip;
FIG. 3 is a schematic structural view of a channel fastener;
FIG. 4 is a schematic view of a slat;
FIG. 5 is a schematic view of a crack-resistant inner partition wall assembly applied to an assembled steel structure.
Wherein: the frame comprises a frame 1, a frame column 11, a frame beam 12, a channel steel clamping piece 2, a batten 3, a steel plate 31, a protrusion 32 and a groove 33.
Detailed Description
In order to clearly illustrate the technical features of the present invention, the present invention is described below by way of specific embodiments.
Example 1
The utility model provides a be applied to anti-crack type interior partition wall of assembled steel structure, includes frame 1, its characterized in that: the frame 1 is rectangular and is formed by welding two vertical parallel frame columns 11 and two transverse parallel frame beams 12, the top and the bottom of the inner side of each frame beam 12 are horizontally provided with a plurality of channel steel clamping pieces 2, the inner side of each frame 1 is vertically provided with a plurality of slats 3 which are abutted against the frame 1 and matched with the channel steel clamping pieces 2, and four corners of each slat 3 are positioned at the channel steel clamping pieces 2 and fixedly connected with the channel steel clamping pieces 2; the laths 3 are provided with protrusions 32 and grooves 33, and the protrusions 32 and the grooves 33 of adjacent laths 3 are matched.
The utility model discloses the use as follows: at first weld two frame post 11 and frame roof beam 12, weld into the frame 1 of a rectangle, then at the upper bottom of frame roof beam 12 and a plurality of channel-section steel fastener 2 of horizontal installation of going to the bottom to block a plurality of laths 3 in frame 1, make four angles of lath 3 all be located channel-section steel fastener 2, and with channel-section steel pull 2 fixed connection.
The channel steel clamping piece 2 and the strip plate 3 are matched and fixed, so that the stability of the frame 1 can be improved, the strip plate 3 is in a sawtooth shape, the free deformation length can be shortened, the free deformation length of a plate seam can be shortened according to a contraction deformation formula omega (alpha.l), the contraction deformation can be reduced, and the problem of preventing the plate seam from cracking is finally solved; in the formula, ω is a shrinkage deformation amount, α is a shrinkage coefficient, and I is a free deformation length.
Example 2
Preferably, four steel plates 31 are arranged at four corners of the batten 3, and the steel plates 31 are connected with the channel steel clamping piece 2 in a welding mode.
The four corners of slat 3 is provided with steel sheet 31 to through steel sheet 31 and the welding of channel-section steel fastener 2, set up steel sheet 31 and can make the better and the welding of channel-section steel fastener 2 of slat 3, can realize fixed, stable being connected through the welding, improved the stability of this device.
Other structures of this embodiment are the same as those of embodiment 1.
Example 3
Preferably, the lath 3 can be an ALC plate, a lightweight ceramsite concrete lath or a sandwich type concrete composite wallboard.
The laths 3 can be selected according to the requirements of customers or different actual conditions, and the suitable laths 3 such as ALC boards, light-weight ceramsite concrete laths or sandwich type concrete composite wallboards can be selected according to the sound insulation property, the fire resistance, the durability, the construction property, the matching property, the freezing resistance, the cost performance and the like.
Other structures of this embodiment are the same as those of embodiment 1.
Example 4
Preferably, the slab joints of the adjacent slabs are filled with elastic materials, and anti-crack adhesive tapes are adhered to the outer surfaces of the slab joints.
The board seam of adjacent slat 3 should adopt flexible filling material such as elasticity putty to fill to increase the deformability of board seam, and the board seam outward appearance should paste the glass fiber screen cloth or anti-crack sticky tape, in order to play dispersion stress, prevent the effect that interior partition wall board seam opened a seam.
Other structures of this embodiment are the same as those of embodiment 1.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (4)
1. The utility model provides a be applied to anti-crack type interior partition wall of assembled steel structure, includes frame (1), its characterized in that: the frame (1) is rectangular and is formed by welding two vertical parallel frame columns (11) and two transverse parallel frame beams (12), a plurality of channel steel clamping pieces (2) are horizontally arranged at the top and the bottom of the inner side of each frame beam (12), a plurality of battens (3) which are abutted against the frame (1) and matched with the channel steel clamping pieces (2) are vertically arranged on the inner side of the frame (1), and four corners of each batten (3) are located at the channel steel clamping pieces (2) and are fixedly connected with the channel steel clamping pieces (2); the batten (3) is provided with a bulge (32) and a groove (33), and the bulge (32) and the groove (33) of the adjacent batten (3) are matched.
2. A crack-resistant inner partition wall applied to an assembled steel structure as claimed in claim 1, wherein: four steel plates (31) are arranged at four corners of the batten (3), and the steel plates (31) are connected with the channel steel clamping pieces (2) in a welding mode.
3. A crack-resistant inner partition wall applied to an assembled steel structure as claimed in claim 1, wherein: the batten (3) is an ALC plate, a light ceramsite concrete batten or a sandwich type concrete composite wallboard.
4. A crack-resistant inner partition wall applied to an assembled steel structure as claimed in claim 1, wherein: elastic materials are filled in the plate seams of the adjacent laths (3), and anti-crack adhesive tapes are stuck on the outer surfaces of the plate seams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021201548.XU CN212957124U (en) | 2020-06-27 | 2020-06-27 | Be applied to anti type of splitting internal partition wall of assembled steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021201548.XU CN212957124U (en) | 2020-06-27 | 2020-06-27 | Be applied to anti type of splitting internal partition wall of assembled steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212957124U true CN212957124U (en) | 2021-04-13 |
Family
ID=75389120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021201548.XU Expired - Fee Related CN212957124U (en) | 2020-06-27 | 2020-06-27 | Be applied to anti type of splitting internal partition wall of assembled steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212957124U (en) |
-
2020
- 2020-06-27 CN CN202021201548.XU patent/CN212957124U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210413 |