CN116695886B - Quick-building honeycomb type building for earthquake relief - Google Patents

Quick-building honeycomb type building for earthquake relief Download PDF

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Publication number
CN116695886B
CN116695886B CN202310809518.9A CN202310809518A CN116695886B CN 116695886 B CN116695886 B CN 116695886B CN 202310809518 A CN202310809518 A CN 202310809518A CN 116695886 B CN116695886 B CN 116695886B
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CN
China
Prior art keywords
end plate
sliding
building
plate
supporting
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Active
Application number
CN202310809518.9A
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Chinese (zh)
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CN116695886A (en
Inventor
郑春梅
周磊
张晓东
蒋成凯
吴炳锐
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Chongqing Jiaotong University
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Chongqing Jiaotong University
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Priority to CN202310809518.9A priority Critical patent/CN116695886B/en
Publication of CN116695886A publication Critical patent/CN116695886A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/344Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
    • E04B1/3441Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6162Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0084Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092Small buildings with hexagonal or similar horizontal cross-section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B2001/6195Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a quickly-built honeycomb building for earthquake relief, which belongs to the technical field of buildings and comprises an upper end plate and a lower end plate which are both regular hexagons, wherein the upper end surface of the lower end plate is provided with supports which are distributed in a hexagonal manner, and the supports are hinged with vertically-arranged supporting shafts; six containing grooves which are distributed in a regular hexagon shape are formed in the lower end face of the upper end plate, sliding seats are connected in the containing grooves in a sliding mode, and the sliding seats are hinged to the end portions of the corresponding supporting shaft; the upper end and the lower end of each supporting plate are detachably connected with the upper end plate and the lower end plate, and an inlet and an outlet are formed in one supporting plate; a power device for pushing the upper end plate to move upwards is arranged between the upper end plate and the lower end plate; the invention aims to solve the problems that the reinforced concrete cast-in-situ structure is commonly adopted in the traditional building, the structure has great weight, the construction time is long, the standardization and modularization degree is low, and the quick reconstruction can not be realized when natural disasters such as earthquake and the like are received.

Description

Quick-building honeycomb type building for earthquake relief
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a quickly built honeycomb type building for earthquake relief.
Background
The honeycomb structure has excellent geometric mechanical properties, has the advantages of highest sealing degree, simplest required materials, maximum usable space and the like, and has good prospect in the current building development; however, the reinforced concrete cast-in-place structure is generally adopted in the traditional building, the structure is heavy in weight, the construction time is long, the standardization and modularization degree are low, and when natural disasters such as earthquakes and the like are received, quick reconstruction cannot be achieved, and the emotion of disaster victims cannot be quickly stabilized, so that the quickly built honeycomb building for earthquake relief is urgently needed, and the disaster conditions and the emotion of the disaster victims are stabilized.
Disclosure of Invention
In view of the above, the invention discloses a quickly built honeycomb building for earthquake relief, which aims to solve the problems that a reinforced concrete cast-in-place structure is commonly adopted in the traditional building, the structure is heavy in weight, the construction time is long, the standardization and modularization degree is low, and quick reconstruction cannot be realized when natural disasters such as earthquake and the like are received.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the utility model provides a quick honeycomb building of building for earthquake relief, includes that all be regular hexagon's upper end plate and lower end plate, be provided with the support that is the hexagon and distribute on the up end of lower end plate, all articulated on the support have the back shaft of vertical setting; six containing grooves which are distributed in a regular hexagon shape are formed in the lower end face of the upper end plate, sliding seats are connected in the containing grooves in a sliding mode, and the sliding seats are hinged to the end portions of the corresponding supporting shaft; the upper end and the lower end of each supporting plate are detachably connected with the upper end plate and the lower end plate, and an inlet and an outlet are formed in one supporting plate; and a power device for pushing the upper end plate to move upwards is arranged between the upper end plate and the lower end plate.
In the scheme, the supporting plate is disassembled, the upper end plate is driven to move downwards through the power equipment until the upper end plate is attached to the lower end plate, and the supporting shaft is deflected to be stored in the accommodating groove through the movement of the driving sliding seat, so that the honeycomb building is folded and is convenient to transport; after reaching disaster areas, the lower end plate is fixed with the existing building or the ground, the upper end plate is pushed to move upwards through power equipment, the upper end plate drives the supporting shaft to deflect by driving the sliding seat to slide reversely until the supporting shaft deflects to a vertical state, and at the moment, the honeycomb building can be built by only installing the supporting plate, so that the whole process is rapid and convenient.
Further, the power equipment comprises a main shaft detachably connected to the center of the lower end plate, and a through hole for the main shaft to pass through is formed in the center of the upper end plate; the spindle is provided with a coaxial connecting seat in a threaded connection mode, an annular block of the coaxial line is connected to the peripheral side of the connecting seat in a rotating mode, the annular block is detachably connected with the through hole, and a driving motor used for driving the connecting seat to rotate is arranged on the annular block.
In the scheme, when a building is built, the bottom of a main shaft is arranged at the center of a lower end plate through a through hole, a connecting seat is rotated to drive an annular block to move downwards until the side wall of the annular block is abutted with the side wall of the through hole, and then the annular block is fixed with the side wall of the through hole; at the moment, the connecting seat is driven by the motor to rotate and rise on the screw rod, so that the upper end plate is driven to move upwards to spread the building frame; when accomodating the building, only need reverse through motor drive connecting seat, drive the upper end plate and move down to laminating with lower end plate, dismantle the main shaft etc. again, avoid power equipment to occupy the space, influence the transportation of honeycomb building.
Further, two ends of the supporting shaft are rotatably connected with rotating shafts which are horizontally arranged, and a plurality of limiting grooves are formed in the peripheral sides of the rotating shafts; the sliding seat and the support are respectively provided with a through groove parallel to the sliding direction of the sliding seat and the support, and two ends of a rotating shaft at the end part of the supporting shaft are fixedly connected with the corresponding sliding seat and the side wall of the through groove on the support; the coaxial sliding chute is formed in the rotating shaft, limiting inserting rods matched with the limiting grooves are elastically and slidably connected at two ends of the sliding chute, the ends of the limiting inserting rods are arc-shaped, a top block is horizontally and slidably connected in the middle of the supporting shaft, and the top block is located between opposite ends of the adjacent limiting inserting rods.
In the building or storage process of the building, the top block is taken out, and when the supporting shaft rotates relative to the rotating shaft, the limiting inserted rod can slide into the sliding groove under the extrusion of the side wall of the limiting groove, so that the supporting shaft can deflect normally; after the building is built, the ejector block is inserted, and pushes the limiting inserting rod to be inserted into the limiting groove and limit the limiting inserting rod to be separated from the limiting groove, so that the supporting shaft is limited to rotate relative to the rotating shaft, and the stability of the honeycomb type building is affected.
Further, the annular block is rotationally connected with a plurality of connecting shafts which are vertically arranged, two ends of each connecting shaft are fixedly connected with clamping blocks which are horizontally arranged, and the clamping blocks are detachably connected with the corresponding end faces of the upper end plate through bolts.
Further, the upper end plate, the lower end part and the inside of the supporting plate are provided with heat preservation layers.
Further, the vertical recess that sets up has been seted up to the backup pad upper end, elasticity sliding connection has with holding tank complex linkage segment in the recess, the linkage segment terminal surface is the wedge, be connected with the bolt between linkage segment and the holding tank lateral wall.
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 objects and other advantages of the invention may be realized and obtained by means of the instrumentalities and combinations particularly pointed out in the specification.
Drawings
In order to make the objects, technical solutions and advantageous effects of the present invention more clear, the present invention provides the following drawings for description:
FIG. 1 is a schematic diagram of an embodiment of the present invention;
FIG. 2 is a schematic view of a structure of a support plate according to an embodiment of the present invention when the support plate is not installed;
FIG. 3 is a longitudinal cross-sectional view of a support shaft in an embodiment of the invention;
fig. 4 is a longitudinal sectional view of a support plate in an embodiment of the present invention.
The figures are marked as follows: the device comprises an upper end plate 1, a lower end plate 2, a supporting shaft 3, a containing groove 4, a support 5, a sliding seat 6, a supporting plate 7, a main shaft 8, a connecting seat 9, an annular block 10, a rotating shaft 11, a limiting groove 12, a limiting inserted link 13, a top block 14, a clamping block 15, a connecting section 16 and a guide rod 17.
Detailed Description
As shown in fig. 1 to 4:
the utility model provides a quick honeycomb building of building for earthquake relief, includes upper end plate 1 and the lower end plate 2 that are regular hexagon, be provided with on the up end of lower end plate 2 and take the form of hexagon distributed support 5, all articulated on the support 5 have vertical setting's back shaft 3; six containing grooves 4 which are distributed in a regular hexagon shape are formed in the lower end face of the upper end plate 1, sliding seats 6 are connected in the containing grooves 4 in a sliding mode, and the sliding seats 6 are hinged to the end portions of the corresponding supporting shafts 3; when the upper end plate 1 is attached to the lower end plate 2, the support shaft 3 is accommodated in the accommodating groove 4; a supporting plate 7 is detachably connected between the adjacent supporting shafts 3, the upper end and the lower end of the supporting plate 7 are detachably connected with the upper end plate 1 and the lower end plate 2, and an inlet and an outlet are formed in one supporting plate 7; a power device for pushing the upper end plate 1 to move upwards is arranged between the upper end plate 1 and the lower end plate 2.
In the scheme, the supporting plate 7 is disassembled, the upper end plate 1 is driven to move downwards through the power equipment until the upper end plate 1 is attached to the lower end plate 2, and the supporting shaft 3 at the moment is deflected and stored into the accommodating groove 4 through the movement of the driving sliding seat 6, so that the folding of the honeycomb building is finished, and the honeycomb building is convenient to transport; after reaching disaster area, after fixed with current building or ground with lower end plate 2, promote the upward movement of upper end plate 1 through power equipment, upper end plate 1 drives the back slip of slide 6 and deflects to the back shaft 3 through driving, until back shaft 3 deflects to vertical state, only need install backup pad 7 this moment, can accomplish the construction of honeycomb building, and whole process is quick, convenient.
In this embodiment, the power device includes a main shaft 8 detachably connected to the center of the lower end plate 2 by a bolt, a through hole for the main shaft 8 to pass through is formed in the center of the upper end plate 1, corresponding connection holes are formed in the edges of the upper end plate 1 and the lower end plate 2, and a guide rod 17 is placed in the connection holes; the spindle 8 is connected with a coaxial connecting seat 9 in a threaded manner, an annular block 10 of the coaxial is connected with the connecting seat 9 in a rotating manner on the peripheral side of the connecting seat 9, the annular block 10 is detachably connected with the through hole, and a driving motor (not shown in the figure) for driving the connecting seat 9 to rotate is arranged on the annular block 10.
In the scheme, when a building is built, the bottom of a main shaft 8 is installed at the center of a lower end plate 2 through a through hole, a connecting seat 9 is rotated to drive an annular block 10 to move downwards until the side wall of the annular block 10 is abutted with the side wall of the through hole, then the annular block 10 is fixed with the side wall of the through hole, and a guide rod 17 is inserted into the connecting hole to prevent the upper end plate 1 from rotating relative to the lower end plate 2; at the moment, the connecting seat 9 is driven by the motor to rise in the rotation of the screw rod, so that the upper end plate 1 is driven to move upwards to spread the building frame; when the building is stored, the motor is used for driving the connecting seat 9 to rotate reversely, the upper end plate 1 is driven to move downwards to be attached to the lower end plate 2, and then the main shaft 8, the guide rod 17 and the like are detached, so that the power equipment is prevented from occupying space, and the transportation of the honeycomb building is prevented from being influenced.
In this embodiment, two ends of the supporting shaft 3 are rotatably connected with a rotating shaft 11 that is horizontally arranged, and a plurality of limiting grooves 12 are formed on the peripheral side of the rotating shaft 11; the sliding seat 6 and the support 5 are respectively provided with a through groove parallel to the sliding direction of the sliding seat, and two ends of a rotating shaft 11 at the end part of the supporting shaft 3 are fixedly connected with the side walls of the through grooves on the corresponding sliding seat 6 and the support 5; a coaxial sliding groove is formed in the rotating shaft 11, two ends of the sliding groove are elastically and slidably connected with limiting inserted rods 13 matched with the limiting grooves 12, the end parts of the limiting inserted rods 13 are arc-shaped, the middle part of the supporting shaft 3 is horizontally and slidably connected with a top block 14, and the top block 14 is positioned between opposite ends of adjacent limiting inserted rods 13; the sliding seat 6 and the accommodating groove 4 are locked by a bolt (not shown).
In the building or storage process of the building, the top block 14 is taken out, and when the support shaft 3 rotates relative to the rotating shaft 11, the limiting inserted rod 13 can slide into the sliding groove under the extrusion of the side wall of the limiting groove 12, so that the support shaft 3 can deflect normally; after the building is built, the top block 14 is inserted, the top block 14 pushes the limiting inserting rod 13 to be inserted into the limiting groove 12 and limits the limiting inserting rod 13 to be separated from the limiting groove 12, and the sliding seat 6 is limited to move through the bolt, so that the supporting shaft 3 is limited to rotate relative to the rotating shaft 11, and the stability of the honeycomb building is affected.
In this embodiment, a plurality of vertically arranged connecting shafts are rotatably connected to the annular block 10, two ends of each connecting shaft are fixedly connected to horizontally arranged clamping blocks 15, and the clamping blocks 15 are detachably connected with the corresponding end surfaces of the upper end plate 1 through bolts; when the annular block 10 moves into the through hole, the clamping block 15 is rotated to clamp the upper end face and the lower end face of the upper end portion, and the clamping block 15 is connected with the upper end plate 1 through bolts, so that the annular block 10 and the upper end plate 1 are fixed.
In this embodiment, the heat insulation layers are disposed inside the upper end plate 1, the lower end portion and the support plate 7, so as to improve the heat insulation performance of the honeycomb building.
In this embodiment, the recess of vertical setting has been seted up to backup pad 7 upper end, elasticity sliding connection has the linkage segment 16 with holding tank 4 complex in the recess, the linkage segment 16 terminal surface is wedge, be connected with the bolt between linkage segment 16 and the holding tank 4 lateral wall.
Finally, it is noted that the above-mentioned preferred embodiments are only intended to illustrate rather than limit the invention, and that, although the invention has been described in detail by means of the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the scope of the invention as defined by the appended claims.

Claims (4)

1. The utility model provides a quick honeycomb building who builds for earthquake relief disaster which characterized in that: the device comprises an upper end plate and a lower end plate which are both regular hexagons, wherein the upper end surface of the lower end plate is provided with supports which are distributed in a hexagonal shape, and the supports are hinged with vertically arranged support shafts; six containing grooves which are distributed in a regular hexagon shape are formed in the lower end face of the upper end plate, sliding seats are connected in the containing grooves in a sliding mode, and the sliding seats are hinged to the end portions of the corresponding supporting shaft; the upper end and the lower end of each supporting plate are detachably connected with the upper end plate and the lower end plate, and an inlet and an outlet are formed in one supporting plate; a power device for pushing the upper end plate to move upwards is arranged between the upper end plate and the lower end plate; the power equipment comprises a main shaft detachably connected to the center of the lower end plate, and a through hole for the main shaft to pass through is formed in the center of the upper end plate; the spindle is connected with a coaxial connecting seat in a threaded manner, an annular block of the coaxial line is rotationally connected to the peripheral side of the connecting seat, the annular block is detachably connected with the through hole, and a driving motor for driving the connecting seat to rotate is arranged on the annular block; the two ends of the supporting shaft are rotatably connected with a rotating shaft which is horizontally arranged, and a plurality of limiting grooves are formed in the periphery of the rotating shaft; the sliding seat and the support are respectively provided with a through groove parallel to the sliding direction of the sliding seat and the support, and two ends of a rotating shaft at the end part of the supporting shaft are fixedly connected with the corresponding sliding seat and the side wall of the through groove on the support; the coaxial sliding chute is formed in the rotating shaft, limiting inserting rods matched with the limiting grooves are elastically and slidably connected at two ends of the sliding chute, the ends of the limiting inserting rods are arc-shaped, a top block is horizontally and slidably connected in the middle of the supporting shaft, and the top block is located between opposite ends of the adjacent limiting inserting rods.
2. A rapidly erected honeycomb structure for earthquake relief according to claim 1, wherein: the annular block is rotationally connected with a plurality of connecting shafts which are vertically arranged, two ends of each connecting shaft are fixedly connected with clamping blocks which are horizontally arranged, and the clamping blocks are detachably connected with the corresponding end faces of the upper end plate through bolts.
3. A rapidly erected honeycomb structure for earthquake relief according to claim 2, wherein: and heat preservation layers are arranged inside the upper end plate, the lower end part and the supporting plate.
4. A rapidly building honeycomb structure for earthquake relief according to claim 3, wherein: the vertical recess that sets up has been seted up to the backup pad upper end, elasticity sliding connection has with holding tank complex linkage segment in the recess, the linkage segment terminal surface is the wedge, be connected with the bolt between linkage segment and the holding tank lateral wall.
CN202310809518.9A 2023-07-04 2023-07-04 Quick-building honeycomb type building for earthquake relief Active CN116695886B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310809518.9A CN116695886B (en) 2023-07-04 2023-07-04 Quick-building honeycomb type building for earthquake relief

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Application Number Priority Date Filing Date Title
CN202310809518.9A CN116695886B (en) 2023-07-04 2023-07-04 Quick-building honeycomb type building for earthquake relief

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CN116695886A CN116695886A (en) 2023-09-05
CN116695886B true CN116695886B (en) 2024-03-19

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116677079B (en) * 2023-06-08 2024-03-12 重庆交通大学 Assembled honeycomb building of quick construction

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5560171A (en) * 1994-06-02 1996-10-01 Mccoy; John R. Stackable construction blocks
CN209780432U (en) * 2019-03-22 2019-12-13 北京市政建设集团有限责任公司 Baffle is enclosed in collapsible assembled construction
CN113338443A (en) * 2021-06-21 2021-09-03 重庆大学 Quickly assembled honeycomb building
CN115596091A (en) * 2021-07-09 2023-01-13 义乌工商职业技术学院(Cn) Modular honeycomb building structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5560171A (en) * 1994-06-02 1996-10-01 Mccoy; John R. Stackable construction blocks
CN209780432U (en) * 2019-03-22 2019-12-13 北京市政建设集团有限责任公司 Baffle is enclosed in collapsible assembled construction
CN113338443A (en) * 2021-06-21 2021-09-03 重庆大学 Quickly assembled honeycomb building
CN115596091A (en) * 2021-07-09 2023-01-13 义乌工商职业技术学院(Cn) Modular honeycomb building structure

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