CN213773952U - Structure is built in room that shock resistance is strong - Google Patents

Abstract

The application relates to a building structure with strong shock resistance, which comprises a vertically arranged bearing wall, a steel beam arranged in the bearing wall, and a plurality of supporting assemblies arranged in the bearing wall and fixedly connected with the steel beam; the supporting assemblies comprise a plurality of horizontal plates and vertical plates fixed between the horizontal plates, building blocks are arranged between every two adjacent supporting assemblies and are respectively bonded and fixed with the horizontal plates and the vertical plates, and the horizontal plates and the vertical plates are made of corrugated steel. This application has the effect that further improves the anti-seismic performance of bearing wall.

Description

Structure is built in room that shock resistance is strong

Technical Field

The application relates to the field of building structures, in particular to a house building structure with strong shock resistance.

Background

At present, in a building construction structure, a bearing wall is usually of a masonry structure, but the bearing wall plays a role of supporting an integral framework of the building, and in the process that the building is subjected to an earthquake, as the bearing wall is of the masonry structure, the bearing capacity of the masonry structure is weak, so that the shock resistance of the bearing wall is poor, and further the shock resistance of the building construction structure is low.

Among the correlation technique, chinese utility model patent that publication number is CN211545841U discloses a structure is built in room that shock resistance is strong, including first bearing wall, be equipped with stop gear on the first bearing wall, the top of first bearing wall is equipped with fastening device, fastening device's lower extreme passes first bearing wall and extends to in the stop gear, fastening device's upper end is connected with protection machanism, protection machanism's upper end fixedly connected with bearing mechanism, protection machanism's upper end extends to in the bearing mechanism, two reinforcing mechanism have been cup jointed on first bearing wall and the bearing mechanism in reinforcing mechanism's one end extends to in the bearing mechanism respectively, two reinforcing mechanism's one end extends to in the first bearing wall respectively, two reinforcing mechanism's one end extends to in the fastening device respectively.

In view of the above-mentioned related technologies, the inventor believes that the bearing mechanism, the reinforcing mechanism, and the like are all fixed by using the building blocks in the first bearing wall, and although these mechanisms can improve the overall shock resistance of the first bearing wall, the structure of the building blocks in the first bearing wall is not reinforced, the building blocks still affect the shock resistance of the first bearing wall, and the defect of low shock resistance of the building blocks exists.

SUMMERY OF THE UTILITY MODEL

In order to further improve the anti-seismic performance of bearing wall, this application provides a structure is built in room that shock resistance is strong.

The application provides a strong room of shock resistance constructs structure and adopts following technical scheme:

a building structure with strong shock resistance comprises a vertically arranged bearing wall, a steel beam arranged in the bearing wall, and a plurality of supporting assemblies arranged in the bearing wall and fixedly connected with the steel beam; the supporting assemblies comprise a plurality of horizontal plates and vertical plates fixed between the horizontal plates, building blocks are arranged between every two adjacent supporting assemblies and are respectively bonded and fixed with the horizontal plates and the vertical plates, and the horizontal plates and the vertical plates are made of corrugated steel.

Through adopting above-mentioned technical scheme, the building block sets up between adjacent supporting component, and vertical board is fixed in between the horizontal board, and two horizontal boards and a vertical board can constitute a stable support space, and vertical board and horizontal board are favorable to improving the holistic bearing capacity of building block. And certain gaps exist between the transverse plates and the vertical plates made of the corrugated steel and the building blocks, and when an earthquake occurs, the gaps enable the building blocks and the supporting assemblies to have certain buffer spaces, so that the building blocks are prevented from being damaged and the supporting assemblies are prevented from being deformed. The steel beam is arranged in the bearing wall, so that the bearing capacity of the bearing wall is improved, the structure of the bearing wall is stable, the bearing capacity of the bearing wall is improved, and the shock resistance of the bearing wall is further improved.

Preferably, the end faces of two sides of the bearing wall are fixedly provided with U-shaped steel plates, the U-shaped steel plates are fixedly connected with the steel beam, and the U-shaped steel plates are fixedly connected with the vertical plates.

Through adopting above-mentioned technical scheme, U-shaped steel sheet and girder steel, supporting component have constituted the structural framework of bearing wall, and the U-shaped steel sheet is favorable to improving the bearing wall to the bearing capacity of vertical load, and U-shaped steel sheet and vertical board fixed connection, and the supporting component breaks away from the bearing wall when being favorable to preventing the earthquake.

Preferably, a damping assembly is arranged between the U-shaped steel plate and the vertical plate, the damping assembly comprises a fixing column fixed on the inner wall of the U-shaped steel plate, a connecting sleeve sleeved on the fixing column and matched with the fixing column in a sliding manner, and a first spring fixed between the fixing column and the connecting sleeve, and the connecting sleeve is fixedly connected with the vertical plate.

Through adopting above-mentioned technical scheme, first spring makes to have the elastic space between spliced pole and the connecting sleeve, and when the earthquake takes place, U-shaped steel sheet and vertical board can utilize the spring to cushion, slow down the vibrations that the earthquake brought.

Preferably, adjacent be provided with coupling assembling between the supporting component, coupling assembling including install in fixed frame on the horizontal board, wear to locate head rod in the fixed frame, be fixed in adjacently second connecting rod between the head rod, the head rod is kept away from the one end of fixed frame with the cooperation of pegging graft of horizontal board.

Through adopting above-mentioned technical scheme, the cooperation of pegging graft of first dead lever and horizontal board, fixed frame make the head rod can not break away from horizontal board, and the second connecting rod and adjacent supporting component's head rod fixed connection for produce the interact power between the adjacent supporting component, improve the stability of bearing wall structure.

Preferably, the spout has been seted up on the inside wall of fixed frame, be fixed with the slider on the head rod, the slider with the cooperation of sliding of spout, the waist hole has been seted up on the horizontal board, the head rod with the cooperation of sliding of waist hole, coupling assembling still including set up in second spring in the fixed frame, the second spring is fixed in fixed frame inside wall with between the head rod.

Through adopting above-mentioned technical scheme, the slider slides the cooperation with the spout, is favorable to preventing that the head rod from breaking away from fixed frame, and the setting of second spring for produce the buffering space between head rod, second connecting rod and the supporting component. Thereby turn into elastic connection with the rigid connection between the adjacent supporting component, when taking place the earthquake, produce slight deformation and can not destroy bearing wall structure between the adjacent supporting component.

Preferably, be provided with locating component on the girder steel, locating component including be fixed in a location section of thick bamboo in the girder steel, set up in the location section of thick bamboo and with a location section of thick bamboo sliding fit's bolt, the bolt is kept away from the one end of a location section of thick bamboo passes the girder steel with horizontal board fixed connection.

Through adopting above-mentioned technical scheme, when the horizontal board was placed on the girder steel, operating personnel passed the horizontal board with the bolt earlier, and operating personnel fastens the nut again for girder steel and horizontal board fixed connection, a location section of thick bamboo are used for preventing the bolt and drop, and a location section of thick bamboo prevents that the bolt from rotating, make things convenient for operating personnel to turn round the nut.

Preferably, the length direction of the vertical plates is parallel to the length direction of the U-shaped steel plate, the length direction of the transverse plates is parallel to the length direction of the load-bearing wall, and the second connecting rods on the adjacent transverse plates are arranged in a crossed manner.

Through adopting above-mentioned technical scheme, horizontal board and vertical board divide into a plurality of overlap joint units each other with whole bearing wall, and second connecting rod cross arrangement makes and produces the connection between the unit, constitutes more firm whole.

Preferably, the bearing wall is covered with a metal gauze, and the metal gauze is fixedly connected with the U-shaped steel plate.

Through adopting above-mentioned technical scheme, when taking place the earthquake, the metal gauze is favorable to preventing that the building block breaks away from the bearing wall to guarantee the structural integrity of bearing wall.

In summary, the present application includes at least one of the following beneficial technical effects:

the transverse plate and the vertical plate can form a stable supporting space, the vertical plate and the transverse plate are favorable for improving the overall bearing capacity of the building block, certain gaps exist between the transverse plate and the vertical plate made of corrugated steel and the building block, and the gaps enable the building block and the supporting assembly to have certain buffering space, so that the building block is prevented from being damaged and the supporting assembly is prevented from being deformed. The steel beams are arranged in the bearing wall, so that the bearing capacity of the bearing wall is improved, and the shock resistance of the bearing wall is further improved;

the connecting assembly enables the connection between the adjacent supporting assemblies to be changed into elastic connection, and when an earthquake occurs, the bearing wall structure cannot be damaged due to slight deformation generated between the adjacent supporting assemblies.

Drawings

Fig. 1 is a schematic structural view of a strong earthquake-resistant building structure according to an embodiment of the present application.

Fig. 2 is an internal structure schematic diagram of a strong earthquake-resistant building structure according to an embodiment of the present application.

FIG. 3 is a schematic view of the internal structure of a shock absorbing assembly according to an embodiment of the present application.

Fig. 4 is a schematic internal structural diagram of a positioning assembly according to an embodiment of the present application.

Fig. 5 is an internal structural diagram of a connection assembly according to an embodiment of the present application.

Description of reference numerals: 1. a load-bearing wall; 11. building blocks; 12. a U-shaped steel plate; 13. a metal gauze; 2. a steel beam; 3. a support assembly; 31. a transverse plate; 311. a waist hole; 32. a vertical plate; 4. a shock absorbing assembly; 41. fixing a column; 411. a clamping block; 42. fixing the sleeve; 421. a limiting groove; 43. a first spring; 5. a positioning assembly; 51. a positioning cylinder; 511. positioning holes; 52. a bolt; 53. a nut; 6. a connecting assembly; 61. a fixing frame; 611. a chute; 62. a first connecting rod; 621. a slider; 63. a second connecting rod; 64. a second spring.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses structure is built in room that shock resistance is strong. Referring to fig. 1 and 2, the building structure with strong seismic capacity comprises a bearing wall 1, a steel beam 2 and a support assembly 3. The bearing wall 1 is a cuboid, the bearing wall 1 is vertically arranged, and the bearing wall 1 is formed by mutually stacking building blocks 11. U-shaped steel plates 12 are arranged on two sides of the bearing wall 1, the U-shaped steel plates 12 are vertically arranged, the height direction of the U-shaped steel plates 12 is consistent with that of the bearing wall 1, and the inner side walls of the U-shaped steel plates 12 are attached to the side faces of the adjacent building blocks 11. Girder steel 2 is the cavity cuboid, and girder steel 2's length direction is on a parallel with the length direction of bearing wall 1, and girder steel 2 sets up in the middle part of bearing wall 1, and the upper surface and the bottom surface of girder steel 2 laminate with building block 11 respectively. Girder steel 2 one end and the inside wall fixed connection of a U-shaped steel sheet 12, the 2 other ends of girder steel and the inside wall fixed connection of another U-shaped steel sheet 12.

Referring to fig. 1 and 2, the support assembly 3 includes a transverse plate 31 and a vertical plate 32, the transverse plate 31 and the vertical plate 32 are rectangular, and both the transverse plate 31 and the vertical plate 32 are made of corrugated steel. The length direction of the transverse plate 31 is consistent with that of the bearing wall 1, and the length direction of the vertical plate 32 is consistent with that of the U-shaped steel plate 12. The transverse plates 31 and the vertical plates 32 are provided with a plurality of transverse plates 31, the vertical plates 32 are arranged between the upper transverse plate 31 and the lower transverse plate 31, the upper surfaces of the vertical plates 32 are fixedly connected with one end of the bottom surface of the transverse plate 31 above the vertical plates, and the bottom surfaces of the vertical plates 32 are fixedly connected with the other end of the upper surface of the transverse plate 31 below the vertical plates. The supporting assemblies 3 are provided with a plurality of groups, the building blocks 11 are arranged between the adjacent supporting assemblies 3, and the building blocks 11 are respectively bonded and fixed with the transverse plates 31 and the vertical plates 32 through mortar.

Referring to fig. 2 and 3, a damping assembly 4 is arranged between the vertical plate 32 close to the U-shaped steel plate 12 and the U-shaped steel plate 12, and the damping assembly 4 comprises a fixed column 41, a fixed sleeve 42 and a first spring 43. The fixing column 41 is cylindrical, one end of the fixing column 41 is fixedly connected with the inner bottom surface of the U-shaped steel plate 12, a fixture block 411 is fixed at the other end of the fixing column 41, and the fixture block 411 is rectangular block-shaped. The fixed sleeve 42 is in a circular cylinder shape, one end of the fixed sleeve 42 is open, the other end of the fixed sleeve 42 is closed, and the end face of the closed end of the fixed sleeve 42 is fixedly connected with the side face, close to the U-shaped steel plate 12, of the vertical plate 32. The inner side wall of the fixing sleeve 42 is provided with a limiting groove 421, the opening of the limiting groove 421 is rectangular, and the length direction of the limiting groove 421 is parallel to the length direction of the fixing sleeve 42. One end of the fixing column 41, which is far away from the U-shaped steel plate 12, is disposed in the opening end of the fixing sleeve 42, and the latch 411 is slidably engaged with the limiting groove 421. The first spring 43 is arranged in the fixing sleeve 42, one end of the first spring 43 is fixedly connected with the end face, far away from the U-shaped steel plate 12, of the fixing column 41, and the other end of the first spring 43 is fixedly connected with the inner end face of the closed end of the fixing sleeve 42.

Referring to fig. 2 and 4, a positioning assembly 5 is disposed between the steel beam 2 and the transverse plate 31 adjacent to the steel beam 2, and the positioning assembly 5 includes a positioning cylinder 51 and a bolt 52. The locating sleeve is cylindrical, the upper surface of the locating cylinder 51 is fixedly connected with the inner top surface of the steel beam 2, and the bottom surface of the locating cylinder 51 is fixedly connected with the inner bottom surface of the steel beam 2. The positioning cylinder 51 is provided with positioning holes 511 on the upper surface and the bottom surface, and the openings of the positioning holes 511 are regular hexagons. One end of the bolt 52 with a nut is arranged in the positioning cylinder 51 and is in sliding fit with the positioning hole 511, and one end of the bolt 52 far away from the nut extends out of the steel beam 2 and is in inserting fit with the waist hole 311 on the transverse plate 31. The bolt 52 is sleeved with a nut 53, and the nut 53 is attached to and abutted against the upper surface of the transverse plate 31.

Referring to fig. 2 and 5, a connection assembly 6 is disposed between adjacent support assemblies 3, and the connection assembly 6 includes a fixing frame 61, first and second connection rods 62 and 63, and a second spring 64. The fixing frame 61 is rectangular, and one end of the fixing frame 61 is open and the other end of the fixing frame 61 is closed. The upper surface of the open end of the fixed frame 61 is fixedly connected with the bottom surface of the transverse plate 31, a sliding groove 611 is arranged on the inner side wall of the fixed frame 61, the opening of the sliding groove 611 is rectangular, and the length direction of the sliding groove 611 is consistent with the length direction of the fixed frame 61. The transverse plate 31 is provided with a waist hole 311, and the length direction of the waist hole 311 is consistent with the length direction of the transverse plate 31. The cross section of the first connecting rod 62 is rectangular, one end of the first connecting rod 62 is disposed in the fixing frame 61, and the other end of the first connecting rod 62 extends out of the waist hole 311 and is in sliding fit with the waist hole 311. A sliding block 621 is fixed on one end of the first connecting rod 62 extending into the fixing frame 61, the sliding block 621 is rectangular block-shaped, and the sliding block 621 is in sliding fit with the sliding groove 611. The length direction of the second connecting rod 63 is parallel to the length direction of the bearing wall 1, and the section of the second connecting rod 63 perpendicular to the length direction is rectangular. One end of the bottom surface of the second connecting rod 63 is fixedly connected with the upper surface of one first connecting rod 62, and the other end of the bottom surface of the second connecting rod 63 is fixedly connected with the upper surface of the other first connecting rod 62 on the adjacent supporting component 3. The second springs 64 are arranged in the fixed frame 61, two second springs 64 are arranged, one second spring 64 is fixedly connected with the inner side surface of the fixed frame 61, the other second spring 64 is fixedly connected with the other inner side surface of the fixed frame 61, and one end, extending into the fixed frame 61, of the first connecting rod 62 is arranged between the two second springs 64.

Referring to fig. 1 and 2, metal gauze 13 is arranged on the two side surfaces of the unfixed U-shaped steel plate 12 of the bearing wall 1, the length direction of the metal gauze 13 is parallel to the length direction of the bearing wall 1, and the metal gauze 13 covers the surface of the bearing wall 1. One end of the metal gauze 13 is fixedly connected with one U-shaped steel plate 12, and the other end of the metal gauze 13 is fixedly connected with the other U-shaped steel plate 12. The metal screen 13 helps to prevent the block 11 from separating from the load bearing wall 1 during an earthquake.

The implementation principle of the strong room building structure of shock resistance of the embodiment of this application is: the building block 11 is arranged between the adjacent supporting assemblies 3, the vertical plates 32 are fixed between the transverse plates 31, two transverse plates 31 and one vertical plate 32 can form a stable supporting space, and the vertical plates 32 and the transverse plates 31 are beneficial to improving the integral bearing capacity of the building block 11. And certain gaps exist between the transverse plates 31 and the vertical plates 32 made of corrugated steel and the building blocks 11, and when an earthquake occurs, the gaps enable the building blocks 11 and the supporting components 3 to have certain buffer spaces, so that the building blocks 11 are prevented from being damaged. And the shock absorption assembly 4 and the connecting assembly 6 can reduce the vibration between the supporting assemblies 3, which is beneficial to preventing the supporting assemblies from deforming. The steel beam 2 is arranged in the bearing wall 1, so that the bearing capacity of the bearing wall 1 is improved, the structure of the bearing wall 1 is stable, the bearing capacity of the bearing wall 1 is improved, and the shock resistance of the bearing wall 1 is further improved.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a structure is built in room that shock resistance is strong, includes bearing wall (1) of vertical setting, its characterized in that: the support structure is characterized by also comprising steel beams (2) arranged in the bearing wall (1) and a plurality of support assemblies (3) arranged in the bearing wall (1) and fixedly connected with the steel beams (2); the supporting assemblies (3) comprise a plurality of horizontal plates (31) which are horizontally arranged and vertical plates (32) which are fixed between the horizontal plates (31), building blocks (11) are arranged between every two adjacent supporting assemblies (3), the building blocks (11) are respectively bonded and fixed with the horizontal plates (31) and the vertical plates (32), and the horizontal plates (31) and the vertical plates (32) are both made of corrugated steel.

2. The strong earthquake resistant building structure according to claim 1, wherein: be fixed with U-shaped steel sheet (12) on bearing wall (1) both sides terminal surface, U-shaped steel sheet (12) with girder steel (2) fixed connection, just U-shaped steel sheet (12) with vertical board (32) fixed connection.

3. The strong earthquake resistant building structure according to claim 2, wherein: the damping assembly (4) is arranged between the U-shaped steel plate (12) and the vertical plate (32), the damping assembly (4) comprises a fixing column (41) fixed on the inner wall of the U-shaped steel plate (12), a connecting sleeve sleeved on the fixing column (41) and in sliding fit with the fixing column (41), and a first spring (43) fixed between the fixing column (41) and the connecting sleeve, and the connecting sleeve is fixedly connected with the vertical plate (32).

4. The strong earthquake resistant building structure according to claim 1, wherein: be provided with locating component (5) on girder steel (2), locating component (5) including be fixed in a location section of thick bamboo (51) in girder steel (2), set up in a location section of thick bamboo (51) in and with a location section of thick bamboo (51) sliding fit's bolt (52), bolt (52) are kept away from the one end of a location section of thick bamboo (51) is passed girder steel (2) and with horizontal board (31) fixed connection.

5. The strong earthquake resistant building structure according to claim 2, wherein: adjacent be provided with coupling assembling (6) between supporting component (3), coupling assembling (6) including install in fixed frame (61) on horizontal board (31), wear to locate head rod (62) in fixed frame (61), be fixed in adjacent second connecting rod (63) between head rod (62), head rod (62) are kept away from the one end of fixed frame (61) with horizontal board (31) are pegged graft the cooperation.

6. The strong earthquake resistant building structure according to claim 5, wherein: seted up spout (611) on the inside wall of fixed frame (61), be fixed with slider (621) on head rod (62), slider (621) with spout (611) cooperation of sliding, waist hole (311) have been seted up on transverse plate (31), head rod (62) with waist hole (311) cooperation of sliding, coupling assembling (6) still including set up in second spring (64) in fixed frame (61), second spring (64) are fixed in fixed frame (61) inside wall with between head rod (62).

7. The strong earthquake resistant building structure according to claim 5, wherein: the length direction of the vertical plates (32) is parallel to the length direction of the U-shaped steel plates (12), the length direction of the transverse plates (31) is parallel to the length direction of the bearing wall (1), and the second connecting rods (63) on the adjacent transverse plates (31) are arranged in a crossed mode.

8. The strong earthquake resistant building structure according to claim 2, wherein: the bearing wall (1) is covered with a metal gauze (13), and the metal gauze (13) is fixedly connected with the U-shaped steel plate (12).

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