CN212896960U - Combined shear wall structure - Google Patents
Combined shear wall structure Download PDFInfo
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- CN212896960U CN212896960U CN202021696779.2U CN202021696779U CN212896960U CN 212896960 U CN212896960 U CN 212896960U CN 202021696779 U CN202021696779 U CN 202021696779U CN 212896960 U CN212896960 U CN 212896960U
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- supporting steel
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- shear wall
- threaded sleeve
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Abstract
The utility model discloses a modular shear force wall structure relates to shear force wall technical field. The utility model discloses a plurality of inlayer steel columns, two main tributaries support steel sheet and two outer supporting steel sheet, two main tributaries support the steel sheet and fix in the both sides of a plurality of inlayer steel columns, and the intermediate position of two main tributaries support the steel sheet all to pass through welded connection with an inlayer steel column that is located the most intermediate position, and all the other inlayer steel columns are connected through sliding block and two main tributaries support the steel sheet. The utility model discloses a rotatory first threaded sleeve, first outer hexagonal head and second outer hexagonal head alright with finely tune the device, calibration work before can comparatively simple completion device installation to for the installer provides very big convenience, through rotatory first outer hexagonal head and second outer hexagonal head alright with adjust the interval between two outer supporting steel plates, make the device can be applied to not unidimensional wall body, thereby great hoisting device's application scope.
Description
Technical Field
The utility model belongs to the technical field of the shear force wall, especially, relate to a modular shear force wall structure.
Background
The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall, a wall body mainly bearing horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure is prevented from being damaged by shearing, and the shear wall is also called as an earthquake-resistant wall and is generally made of reinforced concrete, and a steel plate shear wall is used as a lateral force resistant component.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a modular shear wall structure to current problem has been solved: the existing device is difficult to locate when being installed, and brings great inconvenience to installation personnel. In order to solve the above problems, the utility model adopts the following technical proposal:
in order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model relates to a combined shear wall structure, which comprises a plurality of inner steel columns, two main supporting steel plates and two outer supporting steel plates, wherein the two main supporting steel plates are fixed on two sides of the plurality of inner steel columns, the middle positions of the two main supporting steel plates are connected with one inner steel column at the most middle position by welding, the rest inner steel columns are connected with the two main supporting steel plates by sliding blocks, the two main supporting steel plates are provided with sliding grooves at two sides near one end of the inner steel column, the sliding grooves and the sliding blocks are connected by sliding, the plurality of inner steel columns are connected by a first threaded sleeve and a first threaded rod, the first threaded rod is welded at one end of the inner steel column, the first threaded sleeve is connected with the outer sides of the two first threaded rods by screw threads, one end of the main supporting steel plate far away from the inner steel columns is connected with a second threaded sleeve by welding, the telescopic internal thread of second screw thread is connected with third screw thread sleeve, the constant head tank has been seted up to the one end that outer supporting steel plate is close to the main tributary supporting steel plate, the inside rotation of constant head tank is connected with the turning block, the outer hexagonal head of one end welded connection that the constant head tank was kept away from to the turning block, the outer hexagonal head of second keeps away from the one end welded connection of turning block has the second threaded rod, just second threaded rod and third screw thread sleeve pass through threaded connection.
Furthermore, a concrete filling layer is filled between the two main supporting steel plates.
Further, a sound insulation filling layer is filled between the main supporting steel plate and the outer supporting steel plate which are positioned on the inner side, and the sound insulation filling layer is made of a mineral wool material.
Further, a heat insulation filling layer is filled between the main supporting steel plate and the outer layer supporting steel plate which are positioned on the outer side, and the heat insulation filling layer is made of asbestos materials.
Furthermore, the outer side of one side, close to the outer layer supporting steel plate, of the third threaded sleeve is connected with a first outer hexagonal head in a welding mode, and the first outer hexagonal head is hexagonal prism-shaped in appearance.
Further, the outer side of the first threaded sleeve is provided with anti-skid threads.
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in:
the utility model discloses a rotatory first screw sleeve, first outer hexagonal head and second outer hexagonal head alright finely tune with the device, calibration work before can comparatively simple completion device installation to provide very big convenience for the installer.
The utility model discloses an outer hexagonal head of rotatory first and second alright with the interval between two outer supporting steel plates of regulation for not unidimensional wall body can be applied to the device, thereby great hoisting device's application scope.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a combined shear wall of the present invention;
fig. 2 is a schematic overall sectional structure view of the combined shear wall of the present invention;
fig. 3 is a front view of an overall cut-away view of the combined shear wall of the present invention;
fig. 4 is a partial big image of a position a in fig. 2 of the combined shear wall of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. inner steel columns; 2. a main supporting steel plate; 3. an outer layer supporting steel plate; 4. a chute; 5. a slider; 6. a first threaded sleeve; 7. a first threaded rod; 8. a second threaded sleeve; 9. a third threaded sleeve; 10. a first outer hexagonal head; 11. a second threaded rod; 12. a second outer hexagonal head; 13. rotating the block; 14. and (6) positioning a groove.
Detailed Description
To make the objects, aspects and advantages of the present invention clearer and more fully described below with reference to the following detailed description, it is to be understood that the terms "center", "vertical", "horizontal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations and positional relationships based on the drawings, and are used merely for convenience of describing and simplifying the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Referring to fig. 1-3, the present invention relates to a combined shear wall structure, which comprises a plurality of inner steel columns 1, two main supporting steel plates 2 and two outer supporting steel plates 3, wherein the two main supporting steel plates 2 are fixed on two sides of the plurality of inner steel columns 1, the middle positions of the two main supporting steel plates 2 are connected to an inner steel column 1 located at the middle position by welding, the rest of the inner steel columns 1 are connected to the two main supporting steel plates 2 by sliding blocks 5, a concrete filling layer is filled between the two main supporting steel plates 2, so that the strength of the shear wall structure can be effectively improved by filling concrete between the two main supporting steel plates 2, the two sides of the two main supporting steel plates 2 near one end of the inner steel column 1 are both provided with sliding grooves 4, the sliding grooves 4 are connected to the sliding blocks 5 by sliding, the inner steel columns 1 are connected to each other by a first threaded sleeve 6 and a first threaded rod 7, the first threaded rods 7 are welded at one end of the inner-layer steel column 1, the first threaded sleeves 6 are in threaded connection with the outer sides of the two first threaded rods 7, and anti-skid threads are arranged on the outer sides of the first threaded sleeves 6, so that the first threaded sleeves 6 are more convenient to rotate;
referring to fig. 2 to 4, one end of the main supporting steel plate 2, which is far away from the inner steel column 1, is welded with a second threaded sleeve 8, the inner thread of the second threaded sleeve 8 is connected with a third threaded sleeve 9, the outer side of the third threaded sleeve 9, which is near to one side of the outer supporting steel plate 3, is welded with a first outer hexagonal head 10, the first outer hexagonal head 10 is hexagonal prism-shaped, so that the third threaded sleeve 9 can be rotated by an outer hexagonal wrench by arranging the first outer hexagonal head 10, a sound insulation filling layer is filled between the inner main supporting steel plate 2 and the outer supporting steel plate 3, the sound insulation filling layer is made of mineral wool, so that the sound insulation effect of the device is greatly improved by filling the sound insulation filling layer between the outer main supporting steel plate 2 and the outer supporting steel plate 3, thermal-insulated filling layer is made by the asbestos material, make through filling thermal-insulated filling layer between the main tributary supporting steel sheet 2 that is located the outside and outer supporting steel sheet 3, thereby effectual hoisting device's thermal-insulated effect, constant head tank 14 has been seted up to outer supporting steel sheet 3 near the one end of main tributary supporting steel sheet 2, the inside rotation of constant head tank 14 is connected with turning block 13, the one end welded connection that constant head tank 14 was kept away from to turning block 13 has the outer hexagon head 12 of second, the outer hexagon head 12 of second keeps away from the one end welded connection of turning block 13 has second threaded rod 11, and second threaded rod 11 and third threaded sleeve 9 pass through threaded connection.
One specific application of this embodiment is: when the device is used, the inner steel columns 1 which are positioned at the most central positions of two devices are aligned, then the first threaded sleeve 6 is rotated, because the first threaded sleeve 6 is connected with the first threaded rod 7 through threads, the first threaded sleeve 6 drives the first threaded rod 7 to move when rotated, so that the positions of the rest inner steel columns 1 are adjusted, the inner steel columns 1 are calibrated one by one, then an outer hexagonal wrench is used for rotating the first outer hexagonal head 10, the first outer hexagonal head 10 drives the third threaded sleeve 9 to rotate when rotated, because the third threaded sleeve 9 is connected with the second threaded sleeve 8 through threads, the third threaded sleeve 9 drives the outer supporting steel plate 3 to horizontally displace when rotated, then the outer hexagonal wrench is used for rotating the second outer hexagonal head 12, the second outer threaded rod 12 drives the second threaded sleeve 11 to rotate, because the second threaded sleeve 11 is connected with the third threaded sleeve 9 through threads, the outer supporting steel plate 3 of meeting again when second threaded rod 11 is rotatory carries out horizontal migration to the position of the outer supporting steel plate 3 of adjustment, then use the concrete to fill completely between two main supporting steel plates 2, use the slag wool to be located and fill completely between inboard main supporting steel plate 2 and the outer supporting steel plate 3, use the asbestos to fill completely between the main supporting steel plate 2 that will be located the outside and the outer supporting steel plate 3.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the embodiments of the present invention.
Claims (6)
1. The utility model provides a modular shear wall structure, includes a plurality of inlayer steel columns (1), two main supporting steel board (2) and two outer supporting steel board (3), its characterized in that: the two main supporting steel plates (2) are fixed on two sides of the inner-layer steel columns (1), the middle positions of the two main supporting steel plates (2) are connected with the inner-layer steel column (1) located at the most middle position in a welding mode, the rest inner-layer steel columns (1) are connected with the two main supporting steel plates (2) through sliding blocks (5), sliding grooves (4) are formed in two sides, close to one end of the inner-layer steel column (1), of the two main supporting steel plates (2), the sliding grooves (4) are connected with the sliding blocks (5) in a sliding mode, the inner-layer steel columns (1) are connected with each other through first threaded sleeves (6) and first threaded rods (7), the first threaded rods (7) are connected with one end of the inner-layer steel column (1) in a welding mode, the first threaded sleeves (6) are connected to the outer sides of the two first threaded rods (7) in a threaded mode, the one end welded connection that inlayer steel column (1) was kept away from in main supporting steel board (2) has second threaded sleeve (8), the internal thread of second threaded sleeve (8) is connected with third threaded sleeve (9), constant head tank (14) have been seted up to outer supporting steel board (3) one end that is close to main supporting steel board (2), the inside rotation of constant head tank (14) is connected with turning block (13), the outer hexagonal head (12) of second is kept away from to one end welded connection of constant head tank (14) in turning block (13), the outer hexagonal head (12) of second one end welded connection who keeps away from turning block (13) has second threaded rod (11), just second threaded rod (11) and third threaded sleeve (9) pass through threaded connection.
2. A modular shear wall construction according to claim 1, characterised in that a concrete filling layer is filled between the two main supporting steel plates (2).
3. A modular shear wall structure according to claim 1, characterised in that between the main supporting steel plate (2) and the outer supporting steel plate (3) on the inside there is a sound insulating filling layer made of mineral wool material.
4. A modular shear wall structure according to claim 1, characterised in that between the main supporting steel plate (2) and the outer supporting steel plate (3) on the outside there is filled an insulating filling layer made of asbestos material.
5. A combined shear wall structure according to claim 1, wherein a first external hexagonal head (10) is welded to the outside of the third threaded sleeve (9) near the side of the outer supporting steel plate (3), and the first external hexagonal head (10) has a hexagonal prism shape.
6. A modular shear wall construction according to claim 1, characterised in that the first threaded sleeve (6) is provided with anti-slip threads on its outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021696779.2U CN212896960U (en) | 2020-08-14 | 2020-08-14 | Combined shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021696779.2U CN212896960U (en) | 2020-08-14 | 2020-08-14 | Combined shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212896960U true CN212896960U (en) | 2021-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021696779.2U Active CN212896960U (en) | 2020-08-14 | 2020-08-14 | Combined shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212896960U (en) |
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2020
- 2020-08-14 CN CN202021696779.2U patent/CN212896960U/en active Active
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