CN110644837B - Quickly assembled and disassembled anti-seismic house with honeycomb type tower-shaped structure - Google Patents
Quickly assembled and disassembled anti-seismic house with honeycomb type tower-shaped structure Download PDFInfo
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- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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Abstract
A honeycomb type tower-shaped structure earthquake-resistant house capable of being rapidly assembled and disassembled comprises a foundation, a hexagonal frustum pyramid, a house body, a connecting piece and a damping device. Supporting six terrace with edges through the basis, the house body is connected with six terrace with edges, and the connecting piece establishes ties into an overall structure with a plurality of damping device, hangs between a plurality of house bodies, and damping device's spherical face part is in deepening the arc recess on the house body, and stability is good, and equipment convenient and fast, the antidetonation is effectual, the environmental protection. The invention overcomes the problems of poor anti-seismic effect, long construction period and low efficiency of the original building, and has the characteristics of simple structure, good stability, convenient and fast assembly, good anti-seismic effect, high construction efficiency and environmental protection.
Description
Technical Field
The invention belongs to the technical field of anti-seismic houses, and relates to a quick-detachable anti-seismic house with a honeycomb type tower-shaped structure.
Background
Earthquake is a natural phenomenon with short duration and large destructive power, and brings great disasters to human life and property and national economic construction. For buildings with different structural forms, the basic principle and the design idea of earthquake-proof and disaster-reduction design are different. The earthquake disaster prevention capability of the buildings in the vast middle and small cities is effectively improved, and the earthquake disaster prevention method has great significance for safety and stability of the cities and sustainable development of the society in future. Among them, the self-weight is an important index affecting the seismic performance of the structure. The honeycomb frame is a structural form which meets the structural strength and reduces the self weight as much as possible, a honeycomb component is adopted in engineering, the pipeline is convenient to pass through, and the floor height of the building can be reduced by adopting the honeycomb component as the beam under the condition of ensuring the net height, so that the honeycomb frame is more beneficial to high-rise buildings. In the traditional building process, the problems of long construction period, low construction efficiency and the like are more prominent.
Disclosure of Invention
The invention aims to solve the technical problem of providing a honeycomb type tower-shaped structure anti-seismic house capable of being quickly assembled and disassembled, which is simple in structure, adopts a foundation to support a hexagonal frustum pyramid, a house body is connected with the hexagonal frustum pyramid, a plurality of damping devices are connected in series by a connecting piece to form an integral structure and are suspended among a plurality of house bodies, the spherical surfaces of the damping devices are partially deep into arc-shaped grooves on the house bodies, and the house is good in stability, convenient and quick to assemble, good in anti-seismic effect, high in construction efficiency and environment-friendly.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a honeycomb type tower-shaped structure earthquake-resistant house capable of being quickly assembled and disassembled comprises a foundation, a hexagonal frustum pyramid, a house body, a connecting piece and a damping device; six terrace with edges are located the basis, and a plurality of house bodies are connected with six terrace with edges and are the annular and lay, and the connecting piece is connected with six terrace with edges, and damping device is connected with the connecting piece, hangs between the house body and contacts with the house body.
The foundation is a hexagonal prism-shaped structure, and each edge surface corresponds to each edge surface of the hexagonal frustum respectively.
The hexagonal frustum is a hexagonal prism-shaped structure, and each edge surface is provided with a hexagonal groove.
The center of the hexagonal terrace is provided with a through hollow ladder well, and the upper side and the lower side of the hollow ladder well are respectively provided with a convex annular groove and a concave annular groove.
The house body is of a hexagonal structure with a hollow structure, and one end of the house body is connected with the hexagonal groove of the hexagonal frustum.
The one side that the house body is up sets up the baffle, and the side that is located the baffle and links to each other sets up the arc recess.
The connecting piece is of a net structure formed by connecting inhaul cables, the inhaul cables vertically penetrate through the damping device, and the annular stress steel frame horizontally penetrates through the damping device.
The damping device is of a hollow sphere structure, and a fireproof layer and a buffer layer are sequentially arranged from outside to inside.
The method for manufacturing the rapidly detachable cellular tower-shaped structure earthquake-resistant house is characterized by comprising the following steps of:
step 1: preparing materials, namely preparing light high-strength reinforced concrete plates, high-strength stay cables, ball center fillers, sound absorption plates, buffer layers and high-strength fireproof layers with different shapes and thicknesses; the filler in the center of the sphere can be ceramsite; the sound absorption plate can be glass rock wool; the buffer layer may be a non-newtonian fluid; the high-strength fireproof layer can be a basalt fiber or glass magnesium rock wool composite board;
step 2: manufacturing a bottom layer hexagonal prism, and pouring a hexagonal frustum foundation with a hollow cylinder inner wall according to the design size;
step 3: manufacturing the hexagonal prism house unit, namely pouring the hexagonal prism house unit according to the size by using a light high-strength reinforced concrete slab as a framework, laying a composite layer between an upper layer and a lower layer of the hexagonal prism house unit, and laying a fireproof layer and an acoustic board on a side layer from outside to inside;
step 4: manufacturing the high-strength hexagonal frustum units, namely pouring the hexagonal frustum units with cylindrical inner walls by using light high-strength reinforced concrete according to the size of each layer, wherein the upper surfaces and the lower surfaces of the hexagonal frustum units are used for nesting and buckling grooves and protrusions of structures;
step 5: manufacturing an outer corridor type annular platform, namely pouring the outer corridor type annular platform for user interaction according to the diameter of the cylinder on the inner wall of the high-strength hexagonal frustum;
step 6: manufacturing a high-strength stay cable, namely wrapping high-strength fibers on the outer layer of the rigid stay cable to form the high-strength stay cable;
step 7: manufacturing a spherical damping structure, namely, using a filler at the center of a sphere as a foundation, wrapping a buffer layer on the outer layer, and wrapping high-strength fibers on the outermost layer; a hole for connecting the high-strength stay cables in series is reserved in the center;
step 8: assembling, wherein one end of the house body is connected with the hexagonal groove of the hexagonal frustum; the connecting piece is connected with the upper side face of the hexagonal frustum on the uppermost layer, the stressed steel frame is supported by the upper side face of the house body, the damping device is hung on the inhaul cable, the spherical part is recessed into the arc-shaped groove of the house body, and the whole structure is honeycomb-shaped.
The filler is ceramsite; the sound absorption plate is made of glass rock wool; the buffer layer may be a non-newtonian fluid; the high-strength fireproof layer is a basalt fiber or glass magnesium rock wool composite board.
A honeycomb type tower-shaped structure earthquake-resistant house capable of being rapidly assembled and disassembled comprises a foundation, a hexagonal frustum pyramid, a house body, a connecting piece and a damping device. Supporting six terrace with edges through the basis, the house body is connected with six terrace with edges, and the connecting piece establishes ties into an overall structure with a plurality of damping device, hangs between a plurality of house bodies, and damping device's spherical face part is in deepening the arc recess on the house body, and stability is good, and equipment convenient and fast, the antidetonation is effectual, the environmental protection. The invention overcomes the problems of poor anti-seismic effect, long construction period and low efficiency of the original building, and has the characteristics of simple structure, good stability, convenient and fast assembly, good anti-seismic effect, high construction efficiency and environmental protection.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is another schematic structural diagram of the present invention.
Fig. 3 is a schematic structural view of the connection between the connecting member and the shock-absorbing device of the present invention.
FIG. 4 is a schematic view of the connection structure between the foundation and the hexagonal frustum.
Fig. 5 is a schematic structural view of a hexagonal frustum of the invention.
Fig. 6 is a schematic structural view of the shock absorbing device of the present invention.
Fig. 7 is a schematic structural view of the house body of the present invention.
In the figure: basis 1, hexagonal terrace 2, hexagonal recess 21, hollow ladder shaft 22, house body 3, baffle 31, arc recess 32, connecting piece 4, atress steelframe 41, damping device 5, flame retardant coating 51, buffer layer 52.
Detailed Description
As shown in fig. 1 to 7, a honeycomb-type tower-shaped anti-seismic house capable of being rapidly assembled and disassembled comprises a foundation 1, a hexagonal frustum pyramid 2, a house body 3, a connecting piece 4 and a damping device 5; six terrace with edges 2 are located basis 1, and a plurality of house bodies 3 are connected with six terrace with edges 2 and are the annular and lay, and connecting piece 4 is connected with six terrace with edges 2, and damping device 5 is connected with connecting piece 4, hangs between house body 3 and contacts with house body 3.
The foundation 1 is a hexagonal prism structure, and each edge surface corresponds to each edge surface of the hexagonal frustum 2.
The hexagonal frustum 2 is a hexagonal prism structure, and each corner surface is provided with a hexagonal groove 21.
The center of the hexagonal terrace 2 is provided with a through hollow ladder well 22, and the upper side and the lower side of the hollow ladder well are respectively provided with a convex and concave annular groove.
The house body 3 is of a hexagonal structure with a hollow structure, and one end of the house body is connected with the hexagonal groove 21 of the hexagonal frustum 2.
The one side that house body 3 faced up sets up baffle 31, and the side that is located the baffle 31 and links to each other sets up arc recess 32.
The connecting piece 4 is of a net structure formed by connecting inhaul cables, the inhaul cables vertically penetrate through the damping device 5, and the annular stress steel frame 41 horizontally penetrates through the damping device 5.
The damping device 5 is a hollow sphere structure, and is provided with a fireproof layer 51 and a buffer layer 52 in sequence from outside to inside.
The method for manufacturing the rapidly detachable cellular tower-shaped structure earthquake-resistant house is characterized by comprising the following steps of:
step 1: preparing materials, namely preparing light high-strength reinforced concrete plates, high-strength stay cables, ball center fillers, sound absorption plates, buffer layers and high-strength fireproof layers with different shapes and thicknesses; the filler in the center of the sphere can be ceramsite;
step 2: manufacturing a bottom layer hexagonal prism, and pouring a hexagonal frustum foundation with a hollow cylinder inner wall according to the design size;
step 3: manufacturing the hexagonal prism house unit, namely pouring the hexagonal prism house unit according to the size by using a light high-strength reinforced concrete slab as a framework, laying a composite layer between an upper layer and a lower layer of the hexagonal prism house unit, and laying a fireproof layer and an acoustic board on a side layer from outside to inside;
step 4: manufacturing the high-strength hexagonal frustum units, namely pouring the hexagonal frustum units with cylindrical inner walls by using light high-strength reinforced concrete according to the size of each layer, wherein the upper surfaces and the lower surfaces of the hexagonal frustum units are used for nesting and buckling grooves and protrusions of structures;
step 5: manufacturing an outer corridor type annular platform, namely pouring the outer corridor type annular platform for user interaction according to the diameter of the cylinder on the inner wall of the high-strength hexagonal frustum;
step 6: manufacturing a high-strength stay cable, namely wrapping high-strength fibers on the outer layer of the rigid stay cable to form the high-strength stay cable;
step 7: manufacturing a spherical damping structure, namely, using a filler at the center of a sphere as a foundation, wrapping a buffer layer on the outer layer, and wrapping high-strength fibers on the outermost layer; a hole for connecting the high-strength stay cables in series is reserved in the center;
step 8: assembling, wherein one end of the house body 3 is connected with the hexagonal groove 21 of the hexagonal frustum 2; connecting piece 4 is connected with the side of going up of hexagonal terrace 2 of the superiors, and atress steelframe 41 is supported by the side of going up of house body 3, and damping device 5 hangs on the cable, and the spherical part is in the arc recess 32 of house body 3 of concave yield, and overall structure is cellular.
The filler is ceramsite; the sound absorption plate is made of glass rock wool; the buffer layer may be a non-newtonian fluid; the high-strength fireproof layer is a basalt fiber or glass magnesium rock wool composite board.
The working principle is as follows: when the required building is required to be a low-rise short-term building, the stability of the tower structure is designed to ensure the overall stability of the house, and when the required building is required to be a high-rise long-term building, the bottom hexagonal prism structure is constructed on the foundation.
The stability of a hexagonal prism room unit is ensured by the following method:
1. the hexagonal slots on the side surfaces of the high-strength hexagonal frustum units and the triangular prism-shaped baffles on the upper surfaces of the hexagonal prism-shaped house units can limit the x-direction displacement of the hexagonal prism-shaped house units;
2. the hexagonal slots on the side surfaces of the high-strength hexagonal frustum units can limit the z-direction displacement of the hexagonal prism house units;
3. the string type damping structure can limit the y-direction displacement of the hexagonal prism house units, bear the dead weight of four adjacent house units and achieve the damping effect of the four adjacent house units; the upper and lower prismatic table units are stabilized by using the embedded groove between the upper and lower prismatic table units; this patent utilizes and guarantees overall structure's stability by the high strength suspension cable of being connected between top and the bottom hexagonal prism.
The first embodiment is as follows: when the building is in high-rise long-term construction
Step 1: and (5) well constructing a foundation in the designated area, and backfilling.
Step 2: and building the bottom foundation 1 according to a design drawing.
Step 3: the high-strength hexagonal frustum pyramid 2 is placed on the bottom foundation 1 through a crane, the high-strength hexagonal frustum pyramid 2 is rotated after the nesting structures between the two layers are matched, and the high-strength hexagonal frustum pyramid 2 is fixed through a buckle structure.
Step 4: the six hexagonal prism house bodies 3 are sequentially aligned to the hexagonal grooves 21 on the side surfaces of the high-strength hexagonal frustum 2 by a crane and are fixed in position by the baffle plates 31 on the upper surface of the base foundation 1 after being inserted.
Step 5: the high-strength stay cables are pulled out from the two edge lines of the high-strength hexagonal frustum 2 and connected with the opposite angles of the horizontal diagonal lines outside the hexagonal prism house body 3.
Step 6: and repeating the fourth step to the fifth step until capping.
Step 7: the damping device 5 and the high-strength stay cable of the connecting piece 4 are pulled out from the plane of the bottom foundation 1 and are connected with a required number of spheres in series.
Step 8: the damping device 5 is fixed in the arc-shaped groove 32 of the adjacent house body 3, and then the tail end of the high-strength stay cable is fixed on each ridge line of the top-layer high-strength hexagonal frustum 2.
Example two: when the demand of the built house is the short-term construction of the bottom layer
Step 1: the foundation 1 is installed in a predetermined area and fixed to the ground by a high-strength stay cable.
Step 3: the high-strength hexagonal frustum pyramid 2 is placed on the bottom foundation 1 through a crane, the high-strength hexagonal frustum pyramid 2 is rotated after the nesting structures between the two layers are matched, and the high-strength hexagonal frustum pyramid 2 is fixed through a buckle structure.
Step 4: the hexagonal prism house body 3 is sequentially aligned to the hexagonal grooves 21 on the side surfaces of the high-strength hexagonal frustum 2 by a crane and is fixed in position by the triangular prism-shaped baffle 13 on the upper surface of the bottom foundation 1 after being inserted.
Step 5: the high-strength stay cables are pulled out from the two edge lines of the high-strength hexagonal frustum 2 and connected with the opposite angles of the horizontal diagonal lines outside the hexagonal prism house body 3.
Step 6: and repeating the fourth step to the fifth step until capping.
Step 7: and pulling out the high-strength stay cable of the connecting piece 4 from the plane of the bottom foundation 1, and connecting the required number of damping devices 5 in series.
Step 8: the damping device 5 is fixed in the grooves of the side walls of the four adjacent hexagonal prism house units, and then the tail ends of the high-strength stay cables are fixed on each edge line of the top-layer high-strength hexagonal terrace 2.
The invention has the beneficial effects that:
1. the invention aims at the fields of earthquake prevention and resistance of buildings near earthquake zones and earthquake prevention and resistance of short-term low-rise buildings.
2. The honeycomb frame is a structural form which meets the structural strength and reduces the dead weight as much as possible, a honeycomb member is adopted in engineering, the pipeline can be conveniently passed through, and the floor height of the building can be reduced by adopting the honeycomb member as the beam under the condition of ensuring the net height, so that the honeycomb frame is more beneficial to high-rise buildings.
3. The pyramid-shaped structure adopted by the invention imitates the pyramid structure, gives full play to the stability of the frustum and better stabilizes the overall structure.
4. The ball damping structure adopted by the invention adopts an independent innovative design, is a three-layer detachable structure, has an obvious damping effect, can stabilize adjacent hexagonal prism house units, and is novel in structure, space-saving and convenient to assemble and disassemble.
5. The string type shockproof structure adopted by the invention imitates the principle of a cable-stayed bridge, the upper layer structure and the bottom layer hexagonal prism can be connected while the ball shock absorption structure is connected in series, and the integral structure is more stable.
6. The high-strength fireproof layer adopted by the invention is a novel inorganic environment-friendly green high-performance composite material, the high-strength continuous fiber not only has high strength, but also has various excellent performances of electrical insulation, corrosion resistance, high temperature resistance and the like, the strength of the high-strength stay cable and spherical damping structure can be greatly improved, the fireproof performance among units can be ensured, and the high-strength fireproof layer also has excellent heat insulation performance.
7. The sound absorption layer adopted by the invention has a fluffy internal structure and higher overall density, can timely radiate absorbed sound, and has the characteristic of noise reduction due to the porous characteristic, so that the requirement of people on silence is met, and the sound absorption capacity can be maximally expressed.
8. The internal structure of the center sphere foundation adopted by the invention is characterized by fine honeycomb micropores, and the center sphere foundation has excellent light weight performance, small elastic modulus and good deformation resistance, so that the center sphere foundation has better anti-seismic performance.
9. The buffer layer adopted by the invention has good shock absorption performance, and can effectively improve the shock absorption performance of the hexagonal prism house unit and achieve the effect of overall shock absorption.
The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and features in the embodiments and examples in the present application may be arbitrarily combined with each other without conflict. The protection scope of the present invention is defined by the claims, and includes equivalents of technical features of the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.
Claims (7)
1. The utility model provides a but quick assembly disassembly's cellular tower structure antidetonation house which characterized by: the building comprises a foundation (1), a hexagonal frustum pyramid (2), a house body (3), a connecting piece (4) and a damping device (5); the six-edge platform (2) is positioned on the foundation (1), the plurality of house bodies (3) are connected with the six-edge platform (2) in an annular arrangement mode, the connecting piece (4) is connected with the six-edge platform (2), and the damping device (5) is connected with the connecting piece (4), is suspended between the house bodies (3) and is contacted with the house bodies (3);
the house body (3) is of a hollow hexagonal structure, and one end of the house body is connected with a hexagonal groove (21) of the hexagonal frustum (2);
the connecting piece (4) is of a net structure formed by connecting inhaul cables, the inhaul cables vertically penetrate through the damping device (5), and the annular stress steel frame (41) horizontally penetrates through the damping device (5);
a baffle plate (31) is arranged on the upward surface of the house body (3), and an arc-shaped groove (32) is formed in the side surface connected with the baffle plate (31);
the spherical surface part of the damping device (5) is recessed into the arc-shaped groove (32) of the house body (3).
2. A quickly demountable, cellular, tower-shaped, earthquake-resistant building, according to claim 1, wherein: the foundation (1) is of a hexagonal prism structure, and each edge surface corresponds to each edge surface of the hexagonal frustum (2).
3. A quickly demountable, cellular, tower-shaped, earthquake-resistant building, according to claim 1, wherein: the hexagonal frustum (2) is of a hexagonal prism structure, and hexagonal grooves (21) are formed in the edge surfaces respectively.
4. A quickly demountable, cellular, tower-shaped, earthquake-resistant building, according to claim 3, wherein: the center of the hexagonal terrace (2) is provided with a through hollow ladder well (22), and the upper side and the lower side of the hollow ladder well are respectively provided with a convex and concave annular groove.
5. A quickly demountable, cellular, tower-shaped, earthquake-resistant building, according to claim 1, wherein: the damping device (5) is of a hollow sphere structure, and a fireproof layer (51) and a buffer layer (52) are sequentially arranged from outside to inside.
6. A method for making a rapidly-detachable cellular tower-shaped structure earthquake-resistant house according to any one of claims 1 to 5, which comprises the following steps:
step 1: preparing materials, namely preparing light high-strength reinforced concrete plates, high-strength stay cables, ball center fillers, sound absorption plates, buffer layers and high-strength fireproof layers with different shapes and thicknesses;
step 2: manufacturing a bottom layer hexagonal prism, and pouring a hexagonal frustum foundation with a hollow cylinder inner wall according to the design size;
step 3: manufacturing the hexagonal prism house unit, namely pouring the hexagonal prism house unit according to the size by using a light high-strength reinforced concrete slab as a framework, laying a composite layer between an upper layer and a lower layer of the hexagonal prism house unit, and laying a fireproof layer and an acoustic board on a side layer from outside to inside;
step 4: manufacturing the high-strength hexagonal frustum units, namely pouring the hexagonal frustum units with cylindrical inner walls by using light high-strength reinforced concrete according to the size of each layer, wherein the upper surfaces and the lower surfaces of the hexagonal frustum units are used for nesting and buckling grooves and protrusions of structures;
step 5: manufacturing an outer corridor type annular platform, namely pouring the outer corridor type annular platform for user interaction according to the diameter of the cylinder on the inner wall of the high-strength hexagonal frustum;
step 6: manufacturing a high-strength stay cable, namely wrapping high-strength fibers on the outer layer of the rigid stay cable to form the high-strength stay cable;
step 7: manufacturing a spherical damping structure, namely, using a filler at the center of a sphere as a foundation, wrapping a buffer layer on the outer layer, and wrapping high-strength fibers on the outermost layer; a hole for connecting the high-strength stay cables in series is reserved in the center;
step 8: assembling, wherein one end of the house body (3) is connected with the hexagonal groove (21) of the hexagonal frustum (2); connecting piece (4) are connected with the side of going up of hexagonal prism platform (2) of the superiors, and atress steelframe (41) is supported by the side of going up of house body (3), and damping device (5) hang on the cable, and the spherical surface part is concave in arc recess (32) of house body (3), and overall structure is honeycomb.
7. The method for manufacturing an earthquake-proof house with a rapidly detachable honeycomb type tower-shaped structure according to claim 6, is characterized in that: the filler is ceramsite; the sound absorption plate is made of glass rock wool; the buffer layer may be a non-newtonian fluid; the high-strength fireproof layer is a basalt fiber or glass magnesium rock wool composite board.
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| CN112681807B (en) * | 2021-01-15 | 2021-09-14 | 重庆大学 | Convenient stair honeycomb building suitable for earthquake relief work |
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| CN1120279C (en) * | 1999-08-26 | 2003-09-03 | 黄志权 | Multi-story building and its construction method |
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| CN201972418U (en) * | 2010-12-31 | 2011-09-14 | 钱宏毅 | Honeycomb-type anti-seismic residential house |
| CN103206016B (en) * | 2013-05-07 | 2015-04-22 | 费嘉琳 | Pyramid-type building |
| CN203654456U (en) * | 2013-12-27 | 2014-06-18 | 费嘉琳 | Three-dimensional honeycomb-shaped pyramid building |
| WO2016141058A1 (en) * | 2015-03-02 | 2016-09-09 | Yuksel Edip | System of hexagonal building units and escalators or moving walkways used therein |
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Application publication date: 20200103 Assignee: Hongchuang (Yichang) Architectural Design Co.,Ltd. Assignor: CHINA THREE GORGES University Contract record no.: X2023980031470 Denomination of invention: Aseismic building with honeycomb tower structure that can be quickly loaded and unloaded Granted publication date: 20201030 License type: Common License Record date: 20230116 |
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Effective date of registration: 20231114 Address after: 230000 Room 203, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province Patentee after: Hefei Jiuzhou Longteng scientific and technological achievement transformation Co.,Ltd. Address before: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province Patentee before: Dragon totem Technology (Hefei) Co.,Ltd. Effective date of registration: 20231114 Address after: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province Patentee after: Dragon totem Technology (Hefei) Co.,Ltd. Address before: 443002 No. 8, University Road, Xiling District, Yichang, Hubei Patentee before: CHINA THREE GORGES University |
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