CN221219229U - Structure is built in room that shock resistance is strong - Google Patents

Abstract

The utility model relates to a house building structure with strong shock resistance, which comprises a base, wherein a bearing wall is poured at the top of the base, a foundation platform is poured at the top of the bearing wall, four through holes are formed in the side surface of the bearing wall at equal intervals, six bearing columns are arranged at the top of the base, a foundation frame is fixedly connected between the side surfaces of the six bearing columns, two shock-proof components are slidably connected to the bearing wall through the four through holes, damping seats are rotatably connected to the two ends of the two shock-proof components, rotating grooves are formed in the two ends of the top of the four damping seats, and damping rods are rotatably connected between the two ends of the damping seats and the two adjacent bearing columns. The utility model solves the problems that a common house building structure can only buffer forces in the left and right directions and can not effectively buffer forces generated by vibration in the front and back directions, so that the damage to the house structure caused by the forces generated in the front and back directions can not be prevented, and the actual use is not facilitated.

Description

Structure is built in room that shock resistance is strong

Technical Field

The utility model relates to the technical field of building structures, in particular to a building structure with strong shock resistance.

Background

Building earthquake resistance refers to engineering measures taken to a building in order to mitigate earthquake disasters. The basic purpose of earthquake fortification is to perform earthquake-proof design on a building and take earthquake-proof measures during engineering construction under certain economic conditions. The earthquake damage of the engineering structure is limited and lightened to the maximum extent, so that the casualties are avoided, and the economic loss is reduced.

Through retrieval, china patent discloses a building structure with strong earthquake resistance, and an authorized bulletin number (CN 213773952U) of the building structure comprises a vertically arranged bearing wall, a steel beam arranged in the bearing wall, and a plurality of supporting components arranged in the bearing wall and fixedly connected with the steel beam; the support assembly comprises a plurality of horizontal plates which are horizontally arranged, and vertical plates which are fixed between the horizontal plates, wherein building blocks are arranged between the adjacent support 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 patent technology is through the bearing wall of vertical setting, still including set up in girder steel in the bearing wall, set up in the bearing wall and with girder steel fixed connection's a plurality of supporting components for this structure has certain buffer space, has improved the stability of structure, but this structure only can cushion left and right directions's force when in-service use, can't carry out effective buffering to the force that the fore-and-aft direction vibrations produced, thereby can't prevent that the force that produces from leading to the fact the damage to the house structure, is unfavorable for actual use.

Disclosure of utility model

In view of the above problems in the prior art, a main object of the present utility model is to provide a building structure with high earthquake resistance.

The technical scheme of the utility model is as follows: the utility model provides a structure is built in room that shock resistance is strong, includes the base, the bearing wall has been pour at the top of base, foundation platform has been pour at the top of bearing wall, four through-holes have been seted up to the side equidistance of bearing wall, the top of base is provided with six spandrel posts, six fixedly connected with foundation frame between spandrel post's the side, the bearing wall has two shockproof subassemblies through four through-hole sliding connection, two the equal rotation in shockproof subassembly's both ends is connected with the damping seat, four the change groove has all been seted up at the both ends at damping seat top, rotate between the both ends of damping seat and the adjacent two spandrel posts and be connected with the damping pole.

As a preferred implementation mode, the shockproof assembly comprises four cross bars, one ends of the four cross bars are respectively and fixedly connected to one sides of four damping seats, the other ends of the cross bars are fixedly connected with rotating seats, one sides of the four rotating seats are respectively provided with grooves, two moving rods are rotatably connected between the grooves of the rotating seats, the outer sides of the four moving rods are in sliding connection with the inner walls of the through holes, and second springs are sleeved on the outer sides of the moving rods and on two sides of the bearing wall.

As a preferred embodiment, first springs are arranged between the periphery of the six bearing columns and the foundation platform.

As a preferred embodiment, neither the bearing post nor the damping mount is in contact with the base.

As a preferred embodiment, the base frame and the base platform are in contact with each other.

As a preferred embodiment, six foundations are cast at equal intervals on the bottom of the base.

Compared with the prior art, the utility model has the advantages and positive effects that: through setting up the first spring at spandrel post and basic platform to keep house frame's stability, through being provided with the damping pole between damping seat and two adjacent spandrel posts, thereby weaken the left and right sides power that produces the house through the damping pole, thereby make the house left and right sides direction stable, because the outside cover of movable rod has the second spring, the cooperation through movable rod and second spring weakens the power that produces the house front and back, thereby keep house front and back direction's stability, through pouring six foundations in the bottom of base, thereby prevent that vibrations from leading to the house to rock, improve the steadiness in house.

Drawings

FIG. 1 is a schematic diagram of a front view of a building structure with strong earthquake resistance;

FIG. 2 is a schematic diagram of a side view of a building structure with high earthquake resistance;

FIG. 3 is a schematic cross-sectional view of a building structure with strong earthquake resistance;

FIG. 4 is a schematic diagram of a part of an explosion structure of a building structure with strong earthquake resistance;

fig. 5 is an enlarged view of a portion a of fig. 4 of the building structure with strong shock resistance according to the present utility model.

Legend description: 1. a foundation; 2. a base; 3. a bearing column; 4. a first spring; 5. a base frame; 6. a base platform; 7. a damping rod; 8. a damping seat; 9. a cross bar; 10. a rotating seat; 11. a bearing wall; 12. a moving rod; 13. and a second spring.

Detailed Description

The following description of the embodiments of the present utility model will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

It should be noted that where used, the description of upper, lower, left, right, front, rear, top, bottom, forward, reverse, clockwise and counterclockwise are used for convenience only and do not imply any particular orientation of securement. In fact, they are used to reflect the relative position and/or orientation between the various parts of the object and thus should not be construed as limiting the utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

It should be noted that, where used, the terms "mounted," "secured," "connected," and "connected" are to be construed broadly, as well as being either fixedly connected, detachably connected, or integrally connected, unless explicitly stated and limited otherwise; the structure connection can be a mechanical connection; can be directly connected or indirectly connected through an intermediate medium; may be a communication between the interiors of the two elements. The specific meaning of the above-described procedure in the present utility model can be understood in a specific case by those skilled in the art. In addition, the technical features of the different embodiments of the present utility model described below may be combined with each other as long as they do not collide with each other.

It is noted that these and other figures are merely examples, which are not drawn to scale and should not be construed as limiting the scope of the utility model as it is actually claimed. In addition, the conversion modes in the different embodiments may be appropriately combined.

Example 1

As shown in fig. 1 to 5, the present utility model provides a technical solution: including base 2, bearing wall 11 has been pour at the top of base 2, foundation platform 6 has been pour at the top of bearing wall 11, four through-holes have been seted up to the side equidistance of bearing wall 11, the top of base 2 is provided with six spandrel posts 3, fixedly connected with foundation frame 5 between the side of six spandrel posts 3, bearing wall 11 has two shockproof subassemblies through four through-hole sliding connection, the both ends of two shockproof subassemblies all rotate and are connected with damping seat 8, the change groove has all been seted up at the both ends at four damping seat 8 tops, rotate between the both ends of damping seat 8 and adjacent two spandrel posts 3 and be connected with damping pole 7.

Through the above embodiment, the damping rod 7 is of the type (VFD-400-40), and is connected to the bearing post 3 through the damping seat 8 by the damping assembly slidably connected in the through hole, and when a force for moving the house back and forth occurs, the force is transmitted to the damping seat 8 through the bearing post 3, and the force is weakened by the damping assembly, so that the stability in the front and back direction is maintained, and since the damping rod 7 is rotatably connected between the damping seat 8 and the adjacent two bearing posts 3, when a force for moving the house left and right occurs, the force is transmitted to the damping rod 7 through the bearing post 3, and the force is weakened by the damping effect of the damping rod 7, so that the stability in the left and right direction is maintained.

Example 2

As shown in fig. 1-5, the shockproof assembly comprises four cross bars 9, one ends of the four cross bars 9 are respectively and fixedly connected to one sides of the four damping seats 8, the other ends of the cross bars 9 are fixedly connected with rotating seats 10, one sides of the four rotating seats 10 are respectively provided with grooves, two movable rods 12 are rotatably connected between the grooves of the two rotating seats 10, the outer sides of the four movable rods 12 are respectively and fixedly connected with the inner walls of the through holes, and second springs 13 are respectively sleeved on the outer sides of the movable rods 12 and the two sides of the bearing wall 11. Because four horizontal poles 9 are fixed respectively in one side of four damping seat 8, the other end fixedly connected with of horizontal pole 9 rotates seat 10, and rotate between two rotation seats 10 and be connected with two movable rod 12, through the second spring 13 that overlaps in movable rod 12 outside and lie in the bearing wall 11 both sides, when house removal is exerted the force of damping seat 8, pass to through horizontal pole 9 and rotate on the seat 10, through compressing the second spring 13 of opposite direction, because the pressure of rotating seat 10 is weakened to the elasticity of second spring 13 self, thereby stabilize the spandrel column 3, and then reach stable house, the absorbing effect.

Six foundations 1 are poured at equal intervals at the bottom of the base 2. Six foundations 1 are poured, so that the house is more stable and firm.

Wherein, all be provided with first spring 4 between six spandrel posts 3 all around and the basic platform 6. Through setting up first spring 4 between the foundation platform 6 and the periphery of spandrel post 3, prevent vibrations and produce big skew with the house frame, make the house take place deformation, collapse etc to increase the intensity of house, prevent that the house from producing and rocking.

Wherein, neither the bearing column 3 nor the damping seat 8 is in contact with the base 2. The bearing column 3 and the damping seat 8 are suspended and are not in contact with the base 2, so that friction is prevented from being generated between the bearing column 3 and the bottom of the damping seat 8, and the damping effect of the damping rod 7 and the damping assembly is reduced.

Wherein the base frame 5 and the base platform 6 are in contact with each other. The foundation frame 5 and the foundation platform 6 are contacted with each other, and the foundation platform 6 plays a bearing role on the foundation frame 5.

Working principle: when an external force vibrates the house, the left and right forces are transmitted to the damping rods 7 through the bearing columns 3, the left and right forces are weakened through the damping rods 7, the house is kept stable in the left and right directions, the front and rear forces are transmitted to the cross rod 9 through the damping rods 7 and the damping seats 8 through the bearing columns 3, the second springs 13 in opposite directions are compressed, the front and rear forces are weakened through the self elasticity of the second springs 13, and therefore the stability of the house in the front and rear directions is kept, and finally the house is kept stable.

Claims (6)

1. The utility model provides a building structure that shock resistance is strong, includes base (2), its characterized in that: the bearing wall (11) has been pour at the top of base (2), foundation platform (6) has been pour at the top of bearing wall (11), four through-holes have been seted up to the side equidistance of bearing wall (11), the top of base (2) is provided with six spandrel posts (3), six fixedly connected with foundation frame (5) between the side of spandrel post (3), bearing wall (11) have two shockproof subassemblies through four through-hole sliding connection, two the equal swivelling joint in both ends of shockproof subassembly has damping seat (8), four the change groove has all been seted up at the both ends at damping seat (8) top, swivelling joint has damping rod (7) between the both ends of damping seat (8) and two adjacent spandrel posts (3).

2. A strong shock resistant building structure according to claim 1, characterized in that: the anti-vibration assembly comprises four cross rods (9), one ends of the four cross rods (9) are respectively and fixedly connected to one sides of four damping seats (8), the other ends of the cross rods (9) are fixedly connected with rotating seats (10), one sides of the rotating seats (10) are respectively provided with grooves, two moving rods (12) are rotatably connected between the grooves of the rotating seats (10), the outer sides of the moving rods (12) are respectively and fixedly connected with the inner walls of the through holes, and the outer sides of the moving rods (12) are respectively sleeved with second springs (13) which are positioned on two sides of a bearing wall (11).

3. A strong shock resistant building structure according to claim 1, characterized in that: and first springs (4) are arranged between the periphery of the six bearing columns (3) and the foundation platform (6).

4. A strong shock resistant building structure according to claim 1, characterized in that: six foundations (1) are equidistantly poured at the bottom of the base (2).

5. A strong shock resistant building structure according to claim 1, characterized in that: the bearing column (3) and the damping seat (8) are not contacted with the base (2).

6. A strong shock resistant building structure according to claim 1, characterized in that: the foundation frame (5) and the foundation platform (6) are contacted with each other.