High-strength box type steel plate shear wall

Abstract

The utility model discloses a high strength box type steel plate shear wall relates to shear wall technical field, including first box type steel plate body, vertical stiffening rib, horizontal stiffening rib and slant stabilizer bar, said first box type steel plate body below distributed second box type steel plate body, and the both sides outside first box type steel plate body are added with vertical stiffening rib, horizontal stiffening rib and slant stabilizer bar, said second box type steel plate body below distributed second box type steel plate body. Vertical stiffening ribs are additionally arranged on the inner sides of the vertical stiffening ribs, transverse stiffening ribs are additionally arranged on the inner sides of the vertical stiffening ribs, butt joint through holes are formed in the first box type steel plate body, inclined stabilizer bars are distributed outside the butt joint through holes, mounting through grooves are formed in the middle ends of the interiors of the inclined stabilizer bars, and meanwhile mounting rivets are connected into the mounting through grooves. A limiting sliding groove is formed in the upper end of the second box type steel plate body, and a limiting sliding block is connected into the limiting sliding groove. According to the high-strength box-type steel plate shear wall, a corresponding compression-resistant structure can be additionally arranged outside the high-strength box-type steel plate shear wall, so that the use strength of the box-type steel plate shear wall in a special environment is improved, and the overall practicability and the use efficiency of the box-type steel plate shear wall are improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to shear wall technical field, concretely is a high strength box type steel plate shear wall. BACKGROUND

[0002] ‌Shear wall, also known as wind-resistant wall, anti-seismic wall or structural wall, is a kind of structural wall for resisting horizontal load in building, the main function of shear wall is to prevent shear failure of building under horizontal load, thereby ensuring the overall stability and safety of building, in high-rise building, shear wall is the main lateral force resisting structure, especially in earthquake zone, the establishment of shear wall can significantly improve the seismic performance of building, in addition, the design of shear wall needs to be reasonably calculated to ensure that it has good bending and plastic deformation performance, thereby realizing ductility shear wall structure, but the existing box type steel plate shear wall still has the following shortcomings:

[0003] When the existing box type steel plate shear wall is used, most of the box type steel plate shear walls only rely on their single structure to resist the horizontal load of the building, and in special use environment, the single structure is easy to cause the seismic performance of the box type steel plate shear wall to be affected, thereby causing the overall stability and safety of the building to be affected, and the practicality of the box type steel plate shear wall is reduced and the use efficiency is reduced.

[0004] Therefore, in view of the above, the existing structure and defects are improved, and a high-strength box type steel plate shear wall is provided. INVENTION CONTENTS

[0005] The utility model aims at providing a kind of high-strength box type steel plate shear wall to solve the problems raised in the above background art.

[0006] To achieve the above object, the utility model provides the following technical scheme: a kind of high-strength box type steel plate shear wall, including first box type steel plate body, vertical stiffening rib, horizontal stiffening rib and oblique stabilizing bar, the second box type steel plate body is distributed in the lower of first box type steel plate body, and first box type steel plate body outside both sides are additionally provided with vertical stiffening rib, and vertical stiffening rib inside is additionally provided with horizontal stiffening rib, the butt joint through hole is set in the inside of first box type steel plate body, and butt joint through hole outside is distributed with oblique stabilizing bar, and oblique stabilizing bar inside middle end is provided with installation slot, while installation slot inside is connected with installation rivet, the limiting sliding slot is set in the upper end of second box type steel plate body, and limiting sliding slot inside is connected with limiting sliding block, the lower mounting block is additionally provided with on the both sides of the upper end of second box type steel plate body, and upper mounting block is distributed on the upper of lower mounting block, and lower mounting block inside is connected with mounting bolt.

[0007] Further, the vertical stiffening ribs are horizontally distributed outside the first box-shaped steel plate body, and the vertical stiffening ribs are fixedly connected with the first box-shaped steel plate body.

[0008] Further, the horizontal stiffening ribs are vertically distributed with the vertical stiffening ribs, and the horizontal stiffening ribs are fixedly connected with the vertical stiffening ribs.

[0009] Further, the oblique stabilizing rods are horizontally distributed outside the first box-shaped steel plate body, and the oblique stabilizing rods are fixedly connected with the first box-shaped steel plate body through the mounting rivets.

[0010] Further, the mounting rivets are embeddedly connected with the oblique stabilizing rods through the mounting grooves.

[0011] Further, the limiting sliding blocks are slidingly connected with the second box-shaped steel plate body through the limiting sliding grooves.

[0012] Further, the lower mounting blocks are horizontally distributed outside the upper mounting blocks, and the lower mounting blocks are tightly attached to the upper mounting blocks.

[0013] Further, the mounting bolts are embeddedly connected with the lower mounting blocks, and the lower mounting blocks are fixedly connected with the upper mounting blocks through the mounting bolts.

[0014] The utility model provides a high -strength box -shaped steel plate shearing force wall possesses the following beneficial effects:

[0015] 1, the utility model discloses a setting of oblique stabilizing rod can when high -strength box -shaped steel plate shearing force wall uses, through vertical stiffening rib cooperation horizontal stiffening rib increases the overall compressive strength of first box -shaped steel plate body, and the oblique stabilizing rod is installed into the air groove reserved between vertical stiffening rib and horizontal stiffening rib, and the internal dimension of the mounting through groove of the inside middle end of the oblique stabilizing rod is adapted to the external dimension of the mounting rivet, and the oblique stabilizing rod is fixedly installed on the outside of the first box -shaped steel plate body through cooperation the docking through -hole of the inside of the first box -shaped steel plate body, and the outside of the first box -shaped steel plate body is stably supported again through the oblique stabilizing rod, thereby the use intensity of box -shaped steel plate shearing force wall is promoted, and then the overall practicality and use efficiency of box -shaped steel plate shearing force wall are increased.

[0016] 2, The utility model discloses a limit sliding slot's setting can when high -strength box -type steel plate shear wall uses, through the limit sliding block that first box -type steel plate body lower end added is slidably installed into second box -type steel plate body inside through the limit sliding slot that second box -type steel plate body inside upper end is set, when second box -type steel plate body outside both sides set lower mounting block with first box -type steel plate body lower end both sides set upper mounting block is opposite and utilizes mounting bolt and fixes the installation of lower mounting block and upper mounting block, simultaneously welds the junction of second box -type steel plate body and first box -type steel plate body to stable splicing two box -type steel plate shear walls, and then improve the convenience in the use of box -type steel plate shear wall. BRIEF DESCRIPTION OF DRAWINGS

[0017] Fig. 1 It is a high -strength box -type steel plate shear wall's three -dimensional structure schematic diagram of the utility model;

[0018] Fig. 2 It is a high -strength box -type steel plate shear wall's oblique direction stabilizer bar three -dimensional development structure schematic diagram;

[0019] Fig. 3 It is a high -strength box -type steel plate shear wall's limit sliding block three -dimensional development structure schematic diagram.

[0020] In the drawing: 1, first box -type steel plate body;2, second box -type steel plate body;3, vertical stiffening rib;4, horizontal stiffening rib;5, butt joint through -hole;6, oblique direction stabilizer bar;7, installation through -slot;8, installation rivet;9, limit sliding slot;10, limit sliding block;11, lower mounting block;12, upper mounting block;13, mounting bolt. DETAILED DESCRIPTION

[0021] The embodiment of the utility model is further described in detail below in combination with the drawings and examples. The following examples are used to illustrate the utility model, but can not be used to limit the scope of the utility model.

[0022] As Figs. 1 to 3As shown, a high-strength box-shaped steel plate shear wall comprises a first box-shaped steel plate body 1, vertical stiffening ribs 3, horizontal stiffening ribs 4 and diagonal stabilizing rods 6, a second box-shaped steel plate body 2 is distributed below the first box-shaped steel plate body 1, vertical stiffening ribs 3 are additionally arranged on the outer sides of the first box-shaped steel plate body 1, horizontal stiffening ribs 4 are additionally arranged on the inner sides of the vertical stiffening ribs 3, butt joint through holes 5 are arranged in the first box-shaped steel plate body 1, diagonal stabilizing rods 6 are distributed on the outside of the butt joint through holes 5, mounting through slots 7 are arranged in the middle of the diagonal stabilizing rods 6, mounting rivets 8 are connected in the mounting through slots 7, the outer sides of the vertical stiffening ribs 3 are horizontally distributed with the outer sides of the first box-shaped steel plate body 1, the vertical stiffening ribs 3 are fixedly connected with the first box-shaped steel plate body 1, the horizontal stiffening ribs 4 are vertically distributed with the vertical stiffening ribs 3, the horizontal stiffening ribs 4 are fixedly connected with the vertical stiffening ribs 3, the outer sides of the diagonal stabilizing rods 6 are horizontally distributed with the outer sides of the first box-shaped steel plate body 1, the diagonal stabilizing rods 6 are fixedly connected with the first box-shaped steel plate body 1 through the mounting rivets 8, the outer dimensions of the mounting rivets 8 are matched with the inner dimensions of the mounting through slots 7, the mounting rivets 8 are embeddedly connected with the diagonal stabilizing rods 6 through the mounting through slots 7, the vertical stiffening ribs 3 and the horizontal stiffening ribs 4 are fixedly connected on the outer sides of the first box-shaped steel plate body 1 by welding, the vertical stiffening ribs 3 and the horizontal stiffening ribs 4 are used to increase the overall compressive resistance of the first box-shaped steel plate body 1, the diagonal stabilizing rods 6 are butted and mounted in the reserved grooves between the vertical stiffening ribs 3 and the horizontal stiffening ribs 4, the inner dimensions of the mounting through slots 7 arranged in the middle of the diagonal stabilizing rods 6 are matched with the outer dimensions of the mounting rivets 8, the diagonal stabilizing rods 6 are fixedly mounted on the outside of the first box-shaped steel plate body 1 in cooperation with the butt joint through holes 5 arranged in the first box-shaped steel plate body 1, the outside of the first box-shaped steel plate body 1 is stably supported again by the diagonal stabilizing rods 6, so as to improve the use strength of the box-shaped steel plate shear wall, and further increase the overall practicality and use efficiency of the box-shaped steel plate shear wall.

[0023] As Fig. 1 and Fig. 3As shown, the second box type steel plate body 2 upper end is provided with a limiting sliding groove 9, and the limiting sliding groove 9 is internally connected with a limiting sliding block 10, the second box type steel plate body 2 upper end two sides are additionally provided with a lower mounting block 11, and the lower mounting block 11 upper side is distributed with an upper mounting block 12, and the lower mounting block 11 is internally connected with a mounting bolt 13, the limiting sliding groove 9 internal size is matched with the limiting sliding block 10 external size, and the limiting sliding block 10 is slidably connected with the second box type steel plate body 2 through the limiting sliding groove 9, the lower mounting block 11 outer side and the upper mounting block 12 outer side are horizontally distributed, and the lower mounting block 11 outer side and the upper mounting block 12 outer side are closely attached, the mounting bolt 13 is embeddedly connected with the lower mounting block 11, and the lower mounting block 11 is fixedly connected with the upper mounting block 12 through the mounting bolt 13, the limiting sliding block 10 additionally arranged at the first box type steel plate body 1 lower end is slidably installed into the second box type steel plate body 2 interior through the limiting sliding groove 9 arranged at the second box type steel plate body 2 upper end interior, thereby quickly completing the butt joint installation of the second box type steel plate body 2 and the first box type steel plate body 1, at this time, the lower mounting block 11 arranged at the second box type steel plate body 2 external two sides is butt jointed with the upper mounting block 12 arranged at the first box type steel plate body 1 lower end two sides, and the lower mounting block 11 and the upper mounting block 12 are fixedly installed by using the mounting bolt 13, so that the second box type steel plate body 2 and the first box type steel plate body 1 are quickly fixed, and the connection between the second box type steel plate body 2 and the first box type steel plate body 1 is welded, thereby stably splicing two box type steel plate shear walls, and further improving the convenience in the use of the box type steel plate shear wall.

[0024] In summary, the high-strength box type steel plate shear wall, when in use, first, the limiting sliding block 10 additionally arranged at the first box type steel plate body 1 lower end is slidably installed into the second box type steel plate body 2 interior through the limiting sliding groove 9 arranged at the second box type steel plate body 2 upper end interior, at this time, the lower mounting block 11 arranged at the second box type steel plate body 2 external two sides is butt jointed with the upper mounting block 12 arranged at the first box type steel plate body 1 lower end two sides, and the lower mounting block 11 and the upper mounting block 12 are fixedly installed by using the mounting bolt 13, and the connection between the second box type steel plate body 2 and the first box type steel plate body 1 is welded, thereby stably splicing two box type steel plate shear walls, then, the overall compressive resistance of the first box type steel plate body 1 is increased by the vertical stiffening rib 3 cooperating with the horizontal stiffening rib 4, the diagonal stabilizing rod 6 is butt jointly installed into the reserved air slot between the vertical stiffening rib 3 and the horizontal stiffening rib 4, and the exterior of the first box type steel plate body 1 is stably supported again by the diagonal stabilizing rod 6, thereby improving the use strength of the box type steel plate shear wall, and further increasing the overall practicality and use efficiency of the box type steel plate shear wall.

[0025] The embodiments of the present application are given for the purpose of illustration and description, and are not intended to be exhaustive or to limit the present application to the forms disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. Embodiments were chosen and described in order to best explain the principles of the present application and its practical application, and to thereby enable others skilled in the art to best utilize the present application with various modifications as are suited to the particular use contemplated.

Claims

1. A high-strength box-shaped steel plate shear wall comprising a first box-shaped steel plate body (1), a vertical stiffening rib (3), a horizontal stiffening rib (4), and a diagonal stabilizing bar (6), characterized in that, The first box type steel plate body (1) is distributed below the second box type steel plate body (2), and the vertical stiffening ribs (3) are additionally arranged on the both sides of the first box type steel plate body (1), and the horizontal stiffening ribs (4) are additionally arranged on the inner side of the vertical stiffening ribs (3), the butt joint through holes (5) are arranged in the first box type steel plate body (1), the inclined stabilizing bars (6) are distributed on the outer side of the butt joint through holes (5), the installation through slots (7) are arranged in the middle of the inner side of the inclined stabilizing bars (6), the installation rivets (8) are connected in the installation through slots (7), the limiting sliding grooves (9) are arranged on the upper end of the second box type steel plate body (2), the limiting sliding blocks (10) are connected in the limiting sliding grooves (9), the lower installation blocks (11) are additionally arranged on the both sides of the upper end of the second box type steel plate body (2), the upper installation blocks (12) are distributed above the lower installation blocks (11), and the installation bolts (13) are connected in the lower installation blocks (11).

2. The high-strength box-type steel plate shear wall according to claim 1, characterized by, The outer side of the vertical stiffening rib (3) is horizontally distributed with the outer side of the first box type steel plate body (1), and the vertical stiffening rib (3) is fixedly connected with the first box type steel plate body (1).

3. The high-strength box-type steel plate shear wall according to claim 1, characterized by, The horizontal stiffening rib (4) is vertically distributed with the vertical stiffening rib (3), and the horizontal stiffening rib (4) is fixedly connected with the vertical stiffening rib (3).

4. The high-strength box-type steel plate shear wall according to claim 1, characterized by, The outer side of the inclined stabilizing bar (6) is horizontally distributed with the outer side of the first box type steel plate body (1), and the inclined stabilizing bar (6) is fixedly connected with the first box type steel plate body (1) through the installation rivet (8).

5. The high-strength box-type steel plate shear wall according to claim 1, wherein The outer dimension of the installation rivet (8) is matched with the inner dimension of the installation through slot (7), and the installation rivet (8) is embeddedly connected with the inclined stabilizing bar (6) through the installation through slot (7).

6. The high-strength box-type steel plate shear wall according to claim 1, wherein The inner dimension of the limiting sliding groove (9) is matched with the outer dimension of the limiting sliding block (10), and the limiting sliding block (10) is slidingly connected with the second box type steel plate body (2) through the limiting sliding groove (9).

7. The high-strength box-type steel plate shear wall according to claim 1, characterized by The outer side of the lower installation block (11) is horizontally distributed with the outer side of the upper installation block (12), and the outer side of the lower installation block (11) is tightly attached with the outer side of the upper installation block (12).

8. The high-strength box-type steel plate shear wall according to claim 1, characterized by, The installation bolt (13) is embeddedly connected with the lower installation block (11), and the lower installation block (11) is fixedly connected with the upper installation block (12) through the installation bolt (13).

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