CN112681808A - Quick construction honeycomb building suitable for earthquake relief work - Google Patents
Quick construction honeycomb building suitable for earthquake relief work Download PDFInfo
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- CN112681808A CN112681808A CN202110052544.2A CN202110052544A CN112681808A CN 112681808 A CN112681808 A CN 112681808A CN 202110052544 A CN202110052544 A CN 202110052544A CN 112681808 A CN112681808 A CN 112681808A
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Abstract
The invention relates to the field of honeycomb buildings, and particularly discloses a honeycomb building which is suitable for earthquake relief and is constructed quickly, wherein the honeycomb building comprises a foundation unit, a honeycomb frame and a floor slab, the honeycomb frame is fixedly arranged on the foundation unit, the foundation unit comprises a foundation bottom plate and foundation columns, the tops of the foundation columns are provided with connecting plates, the side walls of the connecting plates are provided with telescopic expansion plates, the foundation bottom plate is provided with connecting holes, and the expansion plates can be fixedly arranged on the connecting holes; the honeycomb frame comprises a plurality of regular-hexagon main mounting rings and auxiliary mounting rings, inserting plates are arranged on six side walls of each main mounting ring, inserting grooves are formed in six side walls of each auxiliary mounting ring, the inserting plates can be clamped into the inserting grooves, and the six auxiliary mounting rings surround the circumferential direction of one main mounting ring; all be provided with the mounting groove on six lateral walls of main collar and vice collar, the mounting groove is used for inserting and establishes the floor. The invention aims to solve the technical problem that the honeycomb building is instable to be installed on the ground.
Description
Technical Field
The invention relates to the field of honeycomb buildings, and particularly discloses a honeycomb building which is suitable for earthquake relief and disaster relief and is constructed quickly.
Background
A honeycomb structure is a structure constructed by simulating a honeycomb structure. It adopts the basic stress structure that the modules of the regular hexagonal body are fixedly connected to form the whole building. The regular hexagonal surface of the regular hexagonal module frame is parallel to the foundation surface of a building, so that the stress direction of the stress structure of the regular hexagonal module frame is consistent with the direction of the axis of the regular hexagonal prism and the gravity direction; six sides and six hexagonal stand columns about the regular hexagonal prism frame module are rigid material, constitute multilayer rigidity regular hexagonal prism frame structure through high strength screw fixed connection. The honeycomb building can increase the effective use area, and has the advantages of stable structure, short construction period and high work efficiency. The existing honeycomb building is generally used for urban construction and is attractive with peculiar appearance, but the honeycomb building has great effect in disaster areas such as earthquakes, debris flows and the like, and can be quickly built to form residential areas, and the existing honeycomb building has some defects in dealing with disasters such as earthquakes, debris flows and the like: 1. the requirement for installing the ground is high, and if the ground has weak bearing force, is not flat and the like, the building is difficult to install; 2. the existing honeycomb building is weak in shock resistance, and a plurality of honeycomb modules are connected unstably.
Disclosure of Invention
In view of the above, the present invention is directed to a honeycomb structure for earthquake relief, which is constructed quickly to solve the technical problem of unstable installation of the honeycomb structure on the ground.
In order to achieve the purpose, the invention provides the following technical scheme:
a honeycomb building suitable for earthquake relief comprises a foundation unit, a honeycomb frame and a floor slab, wherein the honeycomb frame is fixedly arranged on the foundation unit, the foundation unit comprises a foundation bottom plate and foundation columns, a connecting plate is arranged at the tops of the foundation columns, telescopic expansion plates are arranged on the side walls of the connecting plate, connecting holes are formed in the foundation bottom plate, and the expansion plates can be fixedly arranged on the connecting holes; the honeycomb frame comprises a plurality of regular-hexagon main mounting rings and auxiliary mounting rings, inserting plates are arranged on six side walls of each main mounting ring, inserting grooves are formed in six side walls of each auxiliary mounting ring, the inserting plates can be clamped into the inserting grooves, and the six auxiliary mounting rings surround the circumferential direction of one main mounting ring; all be provided with the mounting groove on six lateral walls of main collar and vice collar, the mounting groove is used for inserting and establishes the floor.
Optionally, the foundation column is cross-shaped, and the corner of the inner wall of the foundation column is a 45-degree inclined plane.
Optionally, the longitudinal section of the slot is in a T shape, and the inserting plate is in a cuboid shape; the honeycomb frame further comprises an installation rod, the installation rod is I-shaped, and the installation rod can be inserted into the slots of the two auxiliary installation rings.
Optionally, the bee nest frame still includes the connecting rod, the connecting rod is the shape of buckling that the contained angle is 120 degrees, the connecting rod is installed in the corner of main collar and vice collar.
Optionally, a clamping groove is formed in the connecting rod, and a clamping block capable of being clamped with the clamping groove is arranged on the floor slab.
Optionally, the last fixed damping structure who is connected with the cooperation of honeycomb frame bottom that is provided with of soleplate, the damping structure includes bellying and depressed part, the inside cavity of bellying, the fixed a plurality of first damping jars that are provided with in inner wall bottom of bellying, the upper end of first damping jar is provided with three intercommunication mouth, and three intercommunication mouth is towards the inner wall upper portion and the both sides of bellying respectively, and sliding seal is provided with the damping post in the intercommunication mouth, damping post respectively with the inner wall upper portion and the both sides contact of bellying.
Optionally, an annular vertical groove is formed in the first vibration damping cylinder, an elastic sheet is arranged in the vertical groove, the upper end and the lower end of the elastic sheet are respectively in sealing connection with the upper end and the lower end of the vertical groove, a plurality of buffer holes are formed in the elastic sheet, and a rubber sheet used for sealing is arranged on each buffer hole.
Optionally, a damping rod is further arranged in the first damping cylinder, the damping rod is formed in a winding mode, the lower end of the damping rod is connected with the bottom of the first damping cylinder, the upper end of the damping rod is vertically connected with the inner side wall of the first damping cylinder, the connection position is located above the vertical groove, and the damping rod is made of spring steel.
Optionally, a plurality of vibration damping holes are formed in the side wall and the top wall of the boss, and a support column is slidably arranged in each vibration damping hole.
The working principle and the beneficial effects of the scheme are as follows:
1. be provided with basic unit in this scheme, including the basis post in the basic unit, the basis post inserts stability and the anti-seismic performance that can improve whole building in ground. The foundation column is cross and the inner wall corner is 45 degrees inclined planes, the foundation column is large in contact area with soil in horizontal transverse, longitudinal and 45 degrees of inclination directions, has good anti-dumping and anti-seismic capabilities, and can improve the stability and anti-seismic performance of the whole building.
2. The honeycomb frame in this scheme can the split become less part, the transportation of very being convenient for, requires lowly to the transportation condition, also very be convenient for simultaneously install and dismantle, whole construction period is short, can rapid prototyping, very is applicable to the calamity after-reconstruction or builds temporary residential area.
3. The honeycomb frame in this scheme includes structures such as main collar, vice collar, connecting rod, floor, and the size of these structures is not big, for example main collar and vice collar, and its length of a side is generally about 3 meters, and height and width are also about 3 meters, and thickness is thinner, so convenient transportation. The connecting rod is small in width and height, and the length of the connecting rod is about 8-11 m, so that the connecting rod is very easy to transport as a rod piece. The width of the floor slab is the same as the side length of the mounting ring, the length of the floor slab is the same as that of the connecting rod, and the floor slab is convenient to transport. Meanwhile, the floor slab can be made of light plates such as composite plates, and the floor slab is more labor-saving in installation.
4. Be provided with the damping structure in this scheme, the shape profile modeling of damping structure and honeycomb frame, so the shape of bellying is isosceles trapezoid, is provided with first damping cylinder in the bellying, and the top of first damping cylinder is equipped with three intercommunication mouth, and three intercommunication mouth is connected with the lateral wall and the roof of bellying, can play the effect of damping, improves the anti-seismic performance of whole building. The damping post that sets up on the intercommunication mouth can only reduce the vibration of vertical direction, and the middle part of first damping jar is provided with the flexure strip, and the flexure strip can consume the vibration energy on the horizontal direction, also reduces the vibration.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
FIG. 2 is a schematic diagram of the structure of a base unit;
FIG. 3 is a schematic view of the structure of a base pillar and a connecting hole;
FIG. 4 is a longitudinal sectional view of a boss in a vibration damping structure;
FIG. 5 is a schematic structural view of the main collar, floor and tie bars;
FIG. 6 is a schematic structural view of the main collar, floor and tie bar when disassembled;
FIG. 7 is a schematic structural view of the secondary collar, floor slab, tie rods and mounting rods;
fig. 8 is a partial structural view of the sub mount ring and the mount bar.
The drawings are numbered as follows: the damping structure comprises a main mounting ring 1, an auxiliary mounting ring 2, a foundation column 3, a foundation bottom plate 4, a damping structure 5, a protruding portion 6, a recessed portion 7, a connecting hole 8, a connecting plate 9, an expansion plate 10, a supporting column 11, a first damping cylinder 12, an elastic sheet 13, a rubber sheet 14, a communication port 15, a damping column 16, a contact plate 17, a damping rod 18, a cover plate 19, a floor slab 20, a connecting rod 21, an inserting plate 22, a mounting groove 23, a slot 24 and a mounting rod 25.
Detailed Description
The following is further detailed by way of specific embodiments:
examples
A rapid-building honeycomb building suitable for earthquake relief work, as shown in figures 1-8, comprises a foundation unit, a honeycomb frame and a floor slab 20. The honeycomb frame is fixedly arranged on the basic unit.
The foundation unit includes soleplate 4 and foundation column 3, and foundation column 3 is the cross, and the inner wall corner of foundation column 3 is 45 degrees inclined planes. The fixed connecting plate 9 that is provided with in top of foundation column 3 is provided with telescopic expansion plate 10 on the lateral wall of connecting plate 9, and the setting mode is: the side wall of the connecting plate 9 is provided with a telescopic groove, and a telescopic plate 10 is arranged in the telescopic groove in a sliding manner. Be provided with connecting hole 8 on the soleplate 4, connecting hole 8 is the halfpace form, and connecting plate 9 can stretch into connecting hole 8 in, and expansion plate 10 can be fixed to be set up on the halfpace of connecting hole 8.
The vibration reduction structure 5 which is connected with the bottom end of the honeycomb frame in a matched mode is fixedly arranged on the foundation bottom plate 4, the vibration reduction structure 5 comprises a protruding portion 6 and a recessed portion 7, and the protruding portion 6 and the recessed portion 7 are in copying fit with the bottom of the honeycomb frame. The inside cavity of bellying 6, the fixed a plurality of first damping jar 12 that are provided with in inner wall bottom of bellying 6, the upper end of first damping jar 12 is provided with three intercommunication mouth 15, and three intercommunication mouth 15 is respectively towards the inner wall upper portion and the both sides of bellying 6, and sliding seal is provided with damping post 16 in the intercommunication mouth 15, is provided with a contact plate 17 on the damping post 16, and three contact plates 17 contact with the inner wall upper portion and the both sides of bellying 6 respectively. Be provided with annular vertical groove on the first damping cylinder 12, be provided with flexure strip 13 in the vertical groove, the upper and lower both ends of flexure strip 13 respectively with the sealed fixed connection of the upper and lower end in vertical groove, be provided with a plurality of buffer holes on the flexure strip 13, be provided with on the buffer hole and be used for sealed sheet rubber 14. Still be provided with damping rod 18 in the first damping jar 12, damping rod 18 meanders and forms, and the lower extreme of damping rod 18 and the bottom fixed connection of first damping jar 12, the perpendicular fixed connection of the inside wall of the upper end of damping rod 18 and first damping jar 12, and the junction is located the top in vertical groove, and damping rod 18 adopts the spring steel to make. A plurality of vibration reduction holes are formed in the side wall and the top wall of the boss portion 6, support columns 11 are arranged in the vibration reduction holes in a sliding mode, and the support columns 11 are in contact with the contact plate 17.
The honeycomb frame comprises a plurality of regular-hexagon main mounting rings 1 and auxiliary mounting rings 2, inserting plates 22 are arranged on six side walls of the main mounting rings 1, inserting grooves 24 are arranged on six side walls of the auxiliary mounting rings 2, the inserting plates 22 can be clamped into the inserting grooves 24, the longitudinal sections of the inserting grooves 24 are T-shaped, and the inserting plates 22 are cuboid. Six secondary mounting rings 2 surround the periphery of one main mounting ring 1. All be provided with mounting groove 23 on six lateral walls of main collar 1 and vice collar 2, mounting groove 23 is used for inserting establishes floor 20. The honeycomb frame further comprises a mounting rod 25, the mounting rod 25 is I-shaped, and the mounting rod 25 can be inserted into the slots 24 of the two auxiliary mounting rings 2. The honeycomb frame further comprises a connecting rod 21, the connecting rod 21 is of a bent shape with an included angle of 120 degrees, and the connecting rod 21 is fixedly installed at the corners of the main installation ring 1 and the auxiliary installation ring 2 through bolts. The connecting rod 21 is provided with a clamping groove, and the floor slab 20 is fixedly provided with a clamping block which can be clamped with the clamping groove.
The honeycomb frame further comprises a cover plate 19, the cover plate 19 is hexagonal and can be fixed on the main mounting ring 1 or the auxiliary mounting ring 2 through bolts, and a door can be arranged on the cover plate 19.
In the honeycomb frame, the sound insulation boards and the heat insulation boards can be filled between the adjacent floor slabs 20 so as to improve the sound insulation and heat insulation effects of the whole building.
The honeycomb frames are assembled and arranged on the vibration reduction structure 5 to form the whole honeycomb building.
In the specific implementation:
the sub-mounting rings 2 at the bottommost layer are spliced and connected together in a plugging mode through the mounting rods 25, meanwhile, the connecting rods 21 are fixed on the two sub-mounting rings 2 through bolts, then the floor slabs 20 are plugged into the mounting grooves 23 of the sub-mounting rings 2, the cover plates 19 are fixed on the sub-mounting rings 2 through bolts, and doors can be arranged on the cover plates 19. The bottommost secondary mounting ring 2 can be directly welded on the damping structure 5, or can be fixed on the damping structure 5 through bolts. Then upwards install structures such as main collar 1, vice collar 2, floor 20 in proper order, guarantee during the installation that six vice collars 2 of installation around a main collar 1, then go on to install another main collar 1. And (3) filling the floor slabs 20 between the main mounting ring 1 and the auxiliary mounting ring 2 and between the auxiliary mounting ring 2 and the auxiliary mounting ring 2 by adopting sound insulation boards and heat insulation boards, and continuously mounting after filling.
The foregoing is merely an example of the present invention and common general knowledge of known specific structures and features of the embodiments is not described herein in any greater detail. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several changes and modifications can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the present invention.
Claims (9)
1. The utility model provides a build honeycomb building fast suitable for earthquake relief work which characterized in that: the honeycomb frame is fixedly arranged on the foundation unit, the foundation unit comprises a foundation bottom plate and foundation columns, a connecting plate is arranged at the top of each foundation column, a telescopic expansion plate is arranged on the side wall of each connecting plate, a connecting hole is formed in the foundation bottom plate, and the expansion plate can be fixedly arranged on the connecting hole; the honeycomb frame comprises a plurality of regular-hexagon main mounting rings and auxiliary mounting rings, inserting plates are arranged on six side walls of each main mounting ring, inserting grooves are formed in six side walls of each auxiliary mounting ring, the inserting plates can be clamped into the inserting grooves, and the six auxiliary mounting rings surround the circumferential direction of one main mounting ring; all be provided with the mounting groove on six lateral walls of main collar and vice collar, the mounting groove is used for inserting and establishes the floor.
2. A rapid-construction honeycomb building for earthquake relief work according to claim 1, wherein: the foundation column is in a cross shape, and the corners of the inner wall of the foundation column are inclined planes of 45 degrees.
3. A rapid-construction honeycomb building for earthquake relief according to claim 2, wherein: the longitudinal section of the slot is T-shaped, and the inserting plate is rectangular; the honeycomb frame further comprises an installation rod, the installation rod is I-shaped, and the installation rod can be inserted into the slots of the two auxiliary installation rings.
4. A rapid-construction honeycomb building for earthquake relief according to claim 3, wherein: the bee nest frame still includes the connecting rod, the connecting rod is the shape of buckling that the contained angle is 120 degrees, the connecting rod is installed in the corner of main collar and vice collar.
5. A rapid-building honeycomb structure suitable for earthquake relief work according to claim 4, wherein: be provided with the draw-in groove on the connecting rod, be provided with the fixture block that can with the draw-in groove joint on the floor.
6. A rapid-building honeycomb structure suitable for earthquake relief work according to claim 5, wherein: the fixed damping structure who is connected with the cooperation of honeycomb frame bottom that is provided with on the soleplate, the damping structure includes bellying and depressed part, the inside cavity of bellying, the fixed a plurality of first damping jars that are provided with in inner wall bottom of bellying, the upper end of first damping jar is provided with three intercommunication mouth, and three intercommunication mouth is towards the inner wall upper portion and the both sides of bellying respectively, and sliding seal is provided with the damping post in the intercommunication mouth, damping post respectively with the inner wall upper portion and the both sides contact of bellying.
7. A rapid-construction honeycomb building for earthquake relief according to claim 6, wherein: the damping device is characterized in that an annular vertical groove is formed in the first damping cylinder, an elastic sheet is arranged in the vertical groove, the upper end and the lower end of the elastic sheet are respectively in sealing connection with the upper end and the lower end of the vertical groove, a plurality of buffering holes are formed in the elastic sheet, and a rubber sheet used for sealing is arranged on each buffering hole.
8. A rapid-construction honeycomb building for earthquake relief according to claim 7, wherein: still be provided with the damping rod in the first damping jar, the damping rod wriggles the shaping, and the lower extreme of damping rod is connected with the bottom of first damping jar, and the upper end of damping rod is connected with the inside wall of first damping jar is perpendicular, and the junction is located the top in vertical groove, and the damping rod adopts the spring steel to make.
9. A rapid-construction honeycomb building for earthquake relief according to claim 8, wherein: a plurality of vibration reduction holes are formed in the side wall and the top wall of the protruding portion, and support columns are arranged in the vibration reduction holes in a sliding mode.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110052544.2A CN112681808B (en) | 2021-01-15 | 2021-01-15 | Quick construction honeycomb building suitable for earthquake relief work |
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| CN202110052544.2A CN112681808B (en) | 2021-01-15 | 2021-01-15 | Quick construction honeycomb building suitable for earthquake relief work |
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| CN112681808B CN112681808B (en) | 2021-09-21 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338477A (en) * | 2021-06-22 | 2021-09-03 | 重庆大学 | Assembled antidetonation wallboard suitable for honeycomb building |
| TWI759243B (en) * | 2021-08-17 | 2022-03-21 | 王玉輝 | The structure of the honeycomb building |
| CN114961004A (en) * | 2022-01-11 | 2022-08-30 | 滁州职业技术学院 | Honeycomb structure shock isolation device based on building |
| CN116677079A (en) * | 2023-06-08 | 2023-09-01 | 重庆交通大学 | Assembled honeycomb building of quick construction |
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| CN116677079A (en) * | 2023-06-08 | 2023-09-01 | 重庆交通大学 | Assembled honeycomb building of quick construction |
| CN116677079B (en) * | 2023-06-08 | 2024-03-12 | 重庆交通大学 | Assembled honeycomb building of quick construction |
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| CN112681808B (en) | 2021-09-21 |
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