Light anti-seismic partition wall structure

Abstract

The utility model belongs to the technical field of building materials, and particularly relates to a light anti-seismic partition wall structure which comprises a supporting beam, a supporting column fixed on the supporting beam, an upper gusset plate arranged on the supporting beam, a lower gusset plate arranged on the supporting beam, and a buckling restrained supporting rod arranged between the upper gusset plate and the lower gusset plate. A plurality of partition walls are arranged between the supporting beams and the buckling restrained supporting rods, stand column outer shells are arranged between the partition walls, grooves are formed in the stand column outer shells, stand column inner shells are arranged in the grooves in a sliding mode, through grooves are formed in the stand column inner shells, mounting bases are fixed to the stand column inner shells, and adjusting and fixing assemblies are arranged between the stand column outer shells and the stand column inner shells. By adjusting the fixing assemblies, the height of the stand columns can be adjusted to fill the gap between every two adjacent partition walls, meanwhile, all the partition walls can be extruded, the installed partition walls are more stable, the situation that the anti-seismic steel structure deforms and acts on the partition walls to hurt workers is avoided, the construction difficulty of the workers is lowered, and the construction cost is reduced; the safety coefficient is improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of building materials, and in particular relates to a lightweight earthquake-resistant partition wall structure. Background Art

[0002] With the continuous development of my country's construction industry, the requirements for building safety and stability are increasing, and earthquake-resistant steel structure professional projects have emerged. The birth of earthquake-resistant steel structure professional projects indicates that my country's requirements for earthquake resistance have been raised to a new height and new standards.

[0003] During the installation of existing seismic steel structures, there are a large number of regular or irregular gaps at the junction of the seismic steel structure and the wall. These gaps are generally blocked with conventional brick walls (autoclaved aerated concrete blocks). However, such construction operations are difficult for workers, and the construction cost is high, the safety factor is unstable, and safety cannot be effectively guaranteed when an earthquake occurs. The masonry load is large and will affect the energy consumption and deformation of the seismic steel structure, which will react on the masonry and cause masonry cracks or even collapse, resulting in personal injury or property loss. To this end, we propose a lightweight seismic partition wall structure to solve the above problems. Utility Model Content

[0004] The purpose of the utility model is to provide a lightweight earthquake-resistant partition wall structure to solve the problems existing in the background technology.

[0005] In order to achieve the above technical purpose, the technical solution adopted by the utility model is as follows:

[0006] A lightweight earthquake-resistant partition wall structure, comprising two support beams symmetrically arranged up and down, support columns symmetrically fixed between the two support beams, an upper node plate provided at the middle of the lower end of the upper support beam, a lower node plate respectively abutting against the two support columns provided at the upper end of the lower support beam, buckling restraint support rods installed between the upper node plate and the two lower node plates, a plurality of partition walls provided between the two support beams and the two buckling restraint support rods, and a column provided between two adjacent partition walls on the left and right;

[0007] The column filling assembly includes a column outer shell, a groove is provided inside the lower end of the column outer shell, a column inner shell is slidably provided inside the groove, a plurality of evenly distributed through grooves are provided inside the column inner shell, a mounting seat is fixed to the lower end of the outer side of the column inner shell, and an adjustment and fixing assembly is provided between the column outer shell and the column inner shell.

[0008] Furthermore, the adjustment and fixing assembly includes a plurality of abutment blocks, the left and right ends of the column outer shell are symmetrically provided with external adjustment holes, the left and right ends of the column inner shell are symmetrically provided with internal adjustment holes, any of the external adjustment holes corresponds to any of the internal adjustment holes, each of the external adjustment holes and each of the exposed internal adjustment holes is threadedly connected with a fixing screw, and each of the abutment blocks is respectively fixedly connected to one end of each of the fixing screws away from the column outer shell.

[0009] Furthermore, each of the fixing screws is provided with a clamping block at one end close to the column housing, and each of the clamping blocks is provided with a clamping groove at one end close to the column housing.

[0010] Furthermore, each of the card slots is provided with a blocking block.

[0011] Furthermore, a cross-reinforced outer plate is fixed to the upper wall of the column outer shell, a cross groove is opened at the lower end of the cross-reinforced outer plate, a cross is fixed to the lower side of the inner wall of the column inner shell, a cross-reinforced inner plate is fixed to the upper end of the cross, and the cross-reinforced inner plate is slidably arranged inside the cross groove.

[0012] Furthermore, a threaded groove is provided in the middle of the cross and the cross reinforcement inner plate, a sealing plate is abutted at the lower end of the column inner shell, and a threaded bolt threadedly connected to the threaded groove is provided at the lower end of the sealing plate.

[0013] The beneficial effects of the utility model are:

[0014] 1) The height of the column can be adjusted by relative sliding of the column outer shell and the column inner shell to facilitate installation of gaps of various heights.

[0015] 2) Through the threaded connection between the fixing screw and the outer adjustment hole and the inner adjustment hole, not only the column outer shell and the column inner shell can be locked and fixed, but also the distance that the fixing screw extends out of the column can be adjusted, thereby achieving extrusion fixation of each partition wall.

[0016] 3) By installing partition walls to replace the original brick walls, the efficiency of installing earthquake-resistant steel structures is greatly enhanced.

[0017] 4) The rigidity of the columns is strengthened by cross-reinforced outer plates and cross-reinforced inner plates, so that each column will share the pressure of the installed earthquake-resistant steel structure, while also reducing the harm to personnel. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The present invention can be further described by the non-limiting embodiments given in the accompanying drawings.

[0019] Figure 1 This is a schematic diagram of the installation and construction structure of a lightweight earthquake-resistant partition wall structure of the utility model;

[0020] Figure 2 This is a schematic diagram of a column structure of a lightweight earthquake-resistant partition wall structure of the utility model;

[0021] Figure 3 It is a schematic diagram of the cross-sectional plan structure of a column of a lightweight earthquake-resistant partition wall structure of the utility model;

[0022] Figure 4 It is a schematic diagram of a partial cross-sectional structure of a column of a lightweight earthquake-resistant partition wall structure of the utility model;

[0023] Figure 5 for Figure 4 Schematic diagram of the enlarged structure at point A in the middle.

[0024] The main component symbols are described as follows:

[0025] Support beam 100, support column 101, upper node plate 102, lower node plate 103, flexural restraint support rod 104, partition wall 105, column 106, column outer shell 107, groove 108, column inner shell 109, through groove 110, mounting seat 111, abutment block 200, outer adjustment hole 201, inner adjustment hole 202, fixing screw 203, clamping block 204, clamping groove 205, blocking block 206, cross-reinforced outer plate 300, cross groove 301, cross 302, cross-reinforced inner plate 303, threaded groove 304, sealing plate 305, threaded bolt 306. DETAILED DESCRIPTION

[0026] In order to enable those skilled in the art to better understand the present invention, the technical solution of the present invention is further described below in conjunction with the accompanying drawings and embodiments.

[0027] Embodiment 1:

[0028] like Figure 1-Figure 3 As shown, a lightweight earthquake-resistant partition wall structure comprises two support beams 100 symmetrically arranged in an upper and lower direction, support columns 101 are symmetrically fixed between the two support beams 100, an upper node plate 102 is provided at the middle of the lower end of the upper support beam 100, and lower node plates 103 are provided at the upper end of the lower support beam 100, which are respectively abutted against the two support columns 101, buckling restraint support rods 104 are installed between the upper node plate 102 and the two lower node plates 103, a plurality of partition walls 105 are provided between the two support beams 100 and the two buckling restraint support rods 104, and a column 106 is provided between two adjacent partition walls 105 on the left and right;

[0029] The column 106 includes a column outer shell 107, a groove 108 is opened inside the lower end of the column outer shell 107, a column inner shell 109 is slidably arranged inside the groove 108, a plurality of evenly distributed through grooves 110 are opened inside the column inner shell 109, a mounting seat 111 is fixed to the lower end of the outer side of the column inner shell 109, and an adjustment and fixing component is provided between the column outer shell 107 and the column inner shell 109.

[0030] The support beam 100 and the support column 101 together constitute the installation range of a rectangular frame. The upper node plate 102 and the two lower node plates 103 together fix the two flexure restraint support rods 104 inside the rectangular frame, and a triangular stable structure is formed between the two flexure restraint support rods 104 and the support beam 100 and the support column 101 to enhance the stability of the rectangular frame. The remaining space is filled by the partition walls 105, and the installation is convenient and quick. Since the remaining space is irregular, gaps will appear between adjacent partition walls 105. At this time, the gaps can be filled by the columns 106, and the mounting seat 111 can be installed on the two support beams 100 by bolts to ensure the stability of the columns 106. The height of the columns 106 can be adjusted by adjusting the fixing components to adapt to the height of the gaps. At the same time, the partition walls 105 can be clamped and fixed to enhance the stability of the earthquake-resistant steel structure after installation.

[0031] When installing the earthquake-resistant steel structure: first, install the upper node plate 102 in the middle of the lower end of the upper support beam 100, and install the lower node plates 103 at the upper end of the lower support beam 100 near the two support columns 101, then connect two buckling restraint support rods 104 to the lower end of the upper node plate 102, and at the same time, the lower ends of the two buckling restraint support rods 104 are embedded in the lower node plate 103, so that the two buckling restraint support rods 104, the support beam 100 and the support column 101 can form a triangular stable structure, and then install a number of partition walls 105 between the two buckling restraint support rods 104 and the support beam 100 and the support column 101, and finally insert the column 106 between the two adjacent partition walls 105, which can not only fill the gap between the two adjacent partition walls 105, but also further enhance the stability of the earthquake-resistant steel structure;

[0032] Among them, when inserting the column 106, according to the gap height between two adjacent partition walls 105, the distance between the column outer shell 107 and the column inner shell 109 can be adjusted by adjusting the fixing component, thereby changing the height of the column 106, so that the column 106 can be conveniently filled with the gap completely. At the same time, the fixing component can be adjusted to allow the column 106 to squeeze the two partition walls 105 abutting against each other, so that each partition wall 105 can be installed more firmly.

[0033] In this embodiment, by adjusting the fixing components, not only the height of the column 106 can be adjusted to fill the gap between two adjacent partition walls 105, but also each partition wall 105 can be squeezed to make the installed partition walls 105 more stable, thereby ensuring the strength of the seismic steel structure and avoiding deformation of the seismic steel structure, which may cause harm to personnel on the partition wall 105, thereby reducing the construction difficulty of the staff, reducing construction costs, and improving the safety factor.

[0034] Embodiment 2:

[0035] Based on the first embodiment, other components of the seismic isolation wall structure are further described. Figure 2-Figure 5 As shown, the adjustment and fixing assembly includes a plurality of abutment blocks 200, outer adjustment holes 201 are symmetrically opened at the left and right ends of the column outer shell 107, and inner adjustment holes 202 are symmetrically opened at the left and right ends of the column inner shell 109, any outer adjustment hole 201 corresponds to any inner adjustment hole 202, and each outer adjustment hole 201 and each exposed inner adjustment hole 202 are threadedly connected to a fixing screw 203, and each abutment block 200 is respectively fixedly connected to one end of each fixing screw 203 away from the column outer shell 107.

[0036] A clamping block 204 is provided at one end of each fixing screw rod 203 close to the column housing 107 , and a clamping slot 205 is provided at one end of each clamping block 204 close to the column housing 107 .

[0037] A blocking block 206 is disposed inside each slot 205 .

[0038] A cross-reinforced outer plate 300 is fixed to the upper wall of the column outer shell 107, and a cross groove 301 is opened at the lower end of the cross-reinforced outer plate 300. A cross 302 is fixed to the lower side of the inner wall of the column inner shell 109, and a cross-reinforced inner plate 303 is fixed to the upper end of the cross 302, and the cross-reinforced inner plate 303 is slidably arranged inside the cross groove 301.

[0039] A threaded groove 304 is formed in the middle of the cross 302 and the cross reinforcement inner plate 303 . A sealing plate 305 is abutted against the lower end of the column inner shell 109 . A threaded bolt 306 threadedly connected to the threaded groove 304 is formed at the lower end of the sealing plate 305 .

[0040] In this embodiment, the staff can move each fixing screw 203 to the outside of the outer adjustment hole 201 and the inner adjustment hole 202 by twisting each abutment block 200. When the blocking block 206 is completely separated from the outer adjustment hole 201 and the inner adjustment hole 202, the blocking block 206 can be pushed out of the card slot 205. In this way, the staff can press the fixing screw 203. The fixing screw 203 extends into the end of the column shell 107 and the column inner shell 109 and deforms, making it convenient to remove the card block 204 from the outer adjustment hole 201 and the inner adjustment hole 202. In this way, the lock between the column shell 107 and the column inner shell 109 can be released, and then the staff can According to the needs, the column inner shell 109 is pulled downward to adjust the height of the entire column 106. When the height reaches the appropriate position, the outer adjustment hole 201 and the inner adjustment hole 202 with the closest spacing are aligned with each other, so that the staff can directly press the fixing screw 203 into the outer adjustment hole 201 and the inner adjustment hole 202. This not only locks the column outer shell 107 and the column inner shell 109 together, but also can twist the abutment block 200 to indirectly adjust the distance between the fixing screw 203 and the column outer shell 107 and the column inner shell 109, so as to facilitate the staff to directly insert the column 106 between two adjacent partition walls 105, thereby improving the installation efficiency of the staff.

[0041] When the blocking block 206 is inserted into the slot 205 , the outer adjustment hole 201 and the inner adjustment hole 202 can be blocked, thereby preventing the fireproof material from leaking after the groove 108 and each through groove 110 are filled with the fireproof material.

[0042] Both the cross-reinforced outer plate 300 and the cross-reinforced inner plate 303 can strengthen the rigidity of the column outer shell 107 and the column inner shell 109, thereby ensuring that the installed earthquake-resistant steel structure is more stable. The cross 302 is convenient for installing the cross-reinforced inner plate 303. Since the cross-reinforced outer plate 300 is provided with a cross groove 301, and the cross-reinforced inner plate 303 slides inside the cross groove 301, even if the column inner shell 109 moves toward the outside of the column outer shell 107, the strength of the entire column 106 can still be guaranteed.

[0043] The staff can abut the sealing plate 305 against the lower end of the column inner shell 109, and then pass the threaded bolt 306 through one end of the sealing plate 305 and threadedly connect it to the threaded groove 304, so as to seal the entire column 106, thereby ensuring the risk of leakage of the fireproof material inside the column 106.

[0044] In the description of the present invention, it is necessary to understand that the terms "upper and lower", "left and right", "adjacent", "upper side", "lower side", "upper end", "lower end", "two ends", "one end", "inside", "middle", "upper wall", "inner wall" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0045] In the present utility model, unless otherwise clearly stipulated and limited, the terms such as "fixed", "abutment", "installation", "sliding", "threaded connection" and the like should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.

[0046] The above is only a preferred embodiment of the utility model. It should be understood that the utility model is not limited to the form disclosed herein, and should not be regarded as excluding other embodiments, but can be used in various other combinations, modifications and environments, and can be modified within the scope of the concept described herein through the above teachings or the technology or knowledge of the relevant field. The changes and modifications made by those skilled in the art do not deviate from the spirit and scope of the utility model, and should be within the scope of protection of the claims attached to the utility model.

Claims

1. A lightweight earthquake-resistant partition wall structure, comprising two support beams (100) symmetrically arranged up and down, a support column (101) symmetrically fixed between the two support beams (100), characterized in that: An upper node plate (102) is provided at the middle of the lower end of the upper support beam (100), and a lower node plate (103) is provided at the upper end of the lower support beam (100) which is respectively in contact with the two support columns (101), a buckling restraint support rod (104) is installed between the upper node plate (102) and the two lower node plates (103), a plurality of partition walls (105) are provided between the two support beams (100) and the two buckling restraint support rods (104), and a column (106) is provided between two adjacent partition walls (105) on the left and right; The column (106) filling component comprises a column outer shell (107), a groove (108) is provided inside the lower end of the column outer shell (107), a column inner shell (109) is slidably provided inside the groove (108), a plurality of evenly distributed through grooves (110) are provided inside the column inner shell (109), a mounting seat (111) is fixed to the lower end of the outer side of the column inner shell (109), and an adjustment and fixing component is provided between the column outer shell (107) and the column inner shell (109).

2. A lightweight earthquake-resistant partition wall structure according to claim 1, characterized in that: The adjustment and fixing assembly comprises a plurality of abutment blocks (200), the left and right ends of the column outer shell (107) are symmetrically provided with outer adjustment holes (201), the left and right ends of the column inner shell (109) are symmetrically provided with inner adjustment holes (202), any of the outer adjustment holes (201) and any of the inner adjustment holes (202) correspond to each other, each of the outer adjustment holes (201) and each of the exposed inner adjustment holes (202) are threadedly connected with a fixing screw (203), and each of the abutment blocks (200) is respectively fixedly connected to one end of each of the fixing screws (203) away from the column outer shell (107).

3. The lightweight earthquake-resistant partition wall structure according to claim 2 is characterized in that: A clamping block (204) is provided at one end of each fixing screw rod (203) close to the column housing (107), and a clamping slot (205) is provided at one end of each clamping block (204) close to the column housing (107).

4. The lightweight earthquake-resistant partition wall structure according to claim 3 is characterized in that: A blocking block (206) is provided inside each of the slots (205).

5. The lightweight earthquake-resistant partition wall structure according to claim 1 is characterized in that: A cross-reinforced outer plate (300) is fixed on the upper wall of the column outer shell (107), a cross groove (301) is opened at the lower end of the cross-reinforced outer plate (300), a cross (302) is fixed on the lower side of the inner wall of the column inner shell (109), a cross-reinforced inner plate (303) is fixed on the upper end of the cross (302), and the cross-reinforced inner plate (303) is slidably arranged inside the cross groove (301).

6. The lightweight earthquake-resistant partition wall structure according to claim 5 is characterized in that: The cross (302) and the cross reinforcement inner plate (303) are both provided with a threaded groove (304) in the middle, the lower end of the column inner shell (109) is abutted with a sealing plate (305), and the lower end of the sealing plate (305) is provided with a threaded bolt (306) threadedly connected to the threaded groove (304).

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