CN108331174A - A kind of connection component of multi-layered modular building - Google Patents
A kind of connection component of multi-layered modular building Download PDFInfo
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- CN108331174A CN108331174A CN201810226095.7A CN201810226095A CN108331174A CN 108331174 A CN108331174 A CN 108331174A CN 201810226095 A CN201810226095 A CN 201810226095A CN 108331174 A CN108331174 A CN 108331174A
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- corner fittings
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- 238000010008 shearing Methods 0.000 claims description 25
- 241000276425 Xiphophorus maculatus Species 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates in a kind of connection component of multi-layered modular building, multi-layered modular building is made of multiple building block splicings being arranged into a rectangular array, the connection component is connecting the corner that adjacent multiple building blocks mutually splice, the connection component includes the case room corner fittings for being separately fixed at the corner that multiple building blocks mutually splice, and case room corner fittings is hollow cuboid structure；It is removably connected by horizontal latch fitting between two case room corner fittings of the corner that the two neighboring building block of same layer mutually splices；It is removably connected by vertical latch fitting between two case room corner fittings of the corner that two building blocks of adjacent two layers mutually splice.Advantage：Simple in structure, reasonable design can realize being reliably connected between each module of modular architectural, meet the intensity requirement of structure design, while meeting the space requirement of site operation.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of connection component of multi-layered modular building.
Background technology
Modular architectural is an emerging construction style, and modular architectural faces originating from what seavan was built temporarily
Building, but the case angle of seavan and case angle connection type have no idea to meet the babinet connection of multiple combinations, and connect
Form is that external latch fitting is installed temporarily, and connection type is unable to reach the requirement of reliability, while cannot be satisfied building for the service life
Requirement.Scene also has a kind of welding manner connection, welding manner connection to disclosure satisfy that reliability and service life in addition to latch fitting connects
Requirement, but site welding construction period is long, while site welding construction can not ensure that construction quality, inside have some ground
Fang Wufa weld, caused by quality problems it is more serious.
Invention content
Technical problem to be solved by the invention is to provide a kind of connection components of multi-layered modular building, effectively overcome
The defect of the prior art.
The technical solution that the present invention solves above-mentioned technical problem is as follows：A kind of connection component of multi-layered modular building, should
Multi-layered modular building is made of multiple building block splicings being arranged into a rectangular array, and above-mentioned connection component is adjacent to connect
The corner that multiple building blocks mutually splice, above-mentioned connection component include being separately fixed at multiple building blocks mutually to splice
The case room corner fittings of corner, above-mentioned case room corner fittings are hollow cuboid structure；The two neighboring above-mentioned building mould of same layer
It is removably connected by horizontal latch fitting between two above-mentioned case room corner fittings of the corner that block mutually splices；The two of adjacent two layers
It is removably connected by vertical latch fitting between two above-mentioned case room corner fittings of the corner that a above-mentioned building block mutually splices.
The beneficial effects of the invention are as follows：It is simple in structure, reasonable design, can realize between each module of modular architectural can
By connection, meet the intensity requirement of structure design, while meeting the space requirement of site operation.
Based on the above technical solution, the present invention can also be improved as follows.
Further, above-mentioned horizontal latch fitting includes horizontal shear cushion block and two land cushion blocks, is located at the phase of same layer
It is close to each other between two above-mentioned case room corner fittings of the corner that adjacent two above-mentioned building blocks mutually splice, and close to each other
Side side wall on be provided with the first mounting hole corresponding with above-mentioned horizontal shear cushion block, two above-mentioned land cushion blocks difference
The one-to-one position for being connected to two above-mentioned case room corner fittings inner walls and corresponding to the first mounting hole, the two of above-mentioned horizontal shear cushion block
End is respectively protruding into two above-mentioned first mounting holes, and is offseted respectively with two above-mentioned land cushion blocks, above-mentioned horizontal shear
It is detachably connected by the high-strength bolt through three between cushion block and two land cushion blocks.
Advantageous effect using above-mentioned further scheme is that horizontal latch fitting structure design is simple, reasonable, can ensure that same layer phase
The firm connection of adjacent two building blocks.
Further, above-mentioned horizontal shear cushion block outer cover is equipped with antidetonation gasket, and above-mentioned antidetonation gasket is folded in positioned at same
Between two above-mentioned case room corner fittings of the corner that the above-mentioned building block of layer mutually splices.
Advantageous effect using above-mentioned further scheme be high-strength bolt by pretightning force make between two modules with antidetonation
Gasket generates friction-type connection, in use if there is slightly shaking by antidetonation gasket come energy-absorbing, reduces vibrations；In earthquake
In the case of, connection component friction resists earthquake with shearing resistance and absorbs earthquake energy impact caused by building, effectively absorbs and shakes
Energy promotes security performance.
Further, the rubber sheet gasket of above-mentioned antidetonation gasket.
It is their ability to ensure using the advantageous effect of above-mentioned further scheme to pass through rubber between two neighboring case room corner fittings
Gasket generates frictional property connection, and energy-absorbing effect is preferable.
Further, above-mentioned vertical latch fitting includes vertical shearing resistance cushion block and two vertical pressure-bearing cushion blocks, two of adjacent two layers
It is mutually abutted between two above-mentioned case room corner fittings of the corner that above-mentioned building block mutually splices, and in the side mutually abutted
The second mounting hole corresponding with above-mentioned vertical shearing resistance cushion block is provided on side wall, two above-mentioned vertical pressure-bearing cushion blocks difference one are a pair of
That answers is connected to the position of corresponding second mounting hole inside two above-mentioned case room corner fittings, the both ends difference of above-mentioned vertical shearing resistance cushion block
Stretch into two above-mentioned second mounting holes, and offset respectively with two above-mentioned vertical shearing resistance cushion blocks, above-mentioned vertical shearing resistance cushion block and
It is detachably connected by the high-strength bolt through three between two vertical pressure-bearing cushion blocks.
Advantageous effect using above-mentioned further scheme is that vertical lock member structure design is simple, reasonable, can ensure that adjacent two
The firm connection of two building blocks of layer.
Further, further include positioning component, above-mentioned positioning component be folded in adjacent two layers two above-mentioned building blocks it
Between, above-mentioned positioning component has the positioning head that is vertically arranged, and in the above-mentioned building block of adjacent two layers, above-mentioned positioned at lower layer is built
It is corresponding with above-mentioned positioning head fixed that the bottom wall of the roof of built module and above-mentioned building block positioned at upper layer is respectively equipped with
Position hole, the upper and lower side of above-mentioned positioning head is each passed through the location hole of the above-mentioned building block of adjacent two layers, and stretches on corresponding
It states in building block.
Advantageous effect using above-mentioned further scheme is that the design of positioning component enables to the building mould of adjacent two layers
Block can be stacked correctly, it is ensured that the connection of follow-up mutually stitching portion is smooth.
Further, above-mentioned positioning component is horizontally disposed platy structure, and is folded in the above-mentioned building mould of adjacent both sides
Between block between two above-mentioned case room corner fittings of both corresponding stitching portion, have and above-mentioned vertical shearing resistance pad on above-mentioned positioning component
The pilot hole of Block- matching, above-mentioned vertical shearing resistance cushion block pass through the pilot hole.
Advantageous effect using above-mentioned further scheme is positioning component reasonable design, convenient for disassembly and assembly.
Description of the drawings
Fig. 1 is the structural schematic diagram of the connection component of the multi-layered modular building of the present invention.
In attached drawing, parts list represented by the reference numerals are as follows：
1, case room corner fittings, 2, horizontal latch fitting, 3, vertical latch fitting, 4, positioning component, 21, horizontal shear cushion block, 22, level holds
Pressure pad block, 23, antidetonation gasket, 31, vertical shearing resistance cushion block, 32, vertical pressure-bearing cushion block, 41, positioning head.
Specific implementation mode
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the present invention.
Embodiment：As shown in Figure 1, the present embodiment provides in a kind of connection component of multi-layered modular building, the multilayer film
The building blocks splicing that blockization building is arranged into a rectangular array by multiple forms, and above-mentioned connection component is connecting adjacent multiple build
The corner that built module mutually splices, above-mentioned connection component include the corner for being separately fixed at multiple building blocks and mutually splicing
Case room corner fittings 1, above-mentioned case room corner fittings 1 be hollow cuboid structure；The two neighboring above-mentioned building block of same layer is mutual
It is removably connected by horizontal latch fitting 2 between two above-mentioned case room corner fittings 1 of the corner of splicing；On two of adjacent two layers
It states and is removably connected by vertical latch fitting 3 between two above-mentioned case room corner fittings 1 of the corner that building block mutually splices.
During use, according to Practical Project demand, can make the building block of different number along the continuous arrangement in left and right and on
The lower corresponding mode stacked is placed, and is attached i.e. by the case room corner fittings to two neighboring building block corner
Can, being reliably connected between each module of modular architectural may be implemented in entire technical solution, meets the intensity requirement of structure design.
Preferably, above-mentioned horizontal latch fitting 2 includes horizontal shear cushion block 21 and two land cushion blocks 22, it is located at same layer
Two above-mentioned case room corner fittings 1 of corner for mutually splicing of two neighboring above-mentioned building block between it is close to each other, and in phase
Mutually first mounting hole corresponding with above-mentioned horizontal shear cushion block 21, two above-mentioned lands are provided on close side side wall
Cushion block 22 is connected to the position that two 1 inner walls of above-mentioned case room corner fittings correspond to the first mounting hole, above-mentioned level correspondingly respectively
The both ends of shearing resistance cushion block 21 are respectively protruding into the first mounting hole of two above-mentioned case rooms side close to each other of corner fittings 1, and respectively
It offsets with two above-mentioned land cushion blocks 22, by passing through between above-mentioned horizontal shear cushion block 21 and two land cushion blocks 22
The high-strength bolt for wearing three is detachably connected, and 2 structure design of entire horizontal latch fitting is simple, reasonable, and horizontal latch fitting 2 is hidden after installation
It between the case room corner fittings 1 of the two neighboring building block of same layer, will not leak outside, meet the space requirement of site operation, reduce
Space occupancy rate, connection is also than stronger between each other.
Above-mentioned first mounting hole is typically designed as circular hole or waist round hole, horizontal shear cushion block 21 and two land cushion blocks
22 are generally disposed as cylindrical cushion block, and processing technology difficulty is low, and dismounting is also more convenient.
Preferably, above-mentioned 21 outer cover of horizontal shear cushion block is equipped with antidetonation gasket 23, above-mentioned 23 sandwiched of antidetonation gasket is in place
Between two above-mentioned case room corner fittings 1 of the corner that the above-mentioned building block of same layer mutually splices, antidetonation gasket 23 is set
Meter generates friction-type connection so that under extraneous vibration environment between the case room corner fittings 1 of the two neighboring building block of same layer,
If there is slightly shaking by antidetonation gasket 23 come energy-absorbing during use, vibrations are reduced；In the case of seismic events, connection component friction
Earthquake is resisted with shearing resistance and absorbs earthquake energy impact caused by building.It should be noted that during entire use
In the case of various load cases, high-strength bolt is tension state, and there is no by scissor state.
Preferably, the rubber sheet gasket of above-mentioned antidetonation gasket 23, can be in close contact with two neighboring case room corner fittings 1, and
Generate better friction-type connection, good seismic performance.
Preferably, above-mentioned vertical latch fitting 3 includes vertical shearing resistance cushion block 31 and two vertical pressure-bearing cushion blocks 32, adjacent two layers
It mutually abuts between two above-mentioned case room corner fittings 1 of the corner that two above-mentioned building blocks mutually splice, and is mutually abutting
Side side wall on be provided with second mounting hole corresponding with above-mentioned vertical shearing resistance cushion block 31, two above-mentioned vertical pressure-bearing cushion blocks 32
It is connected to the position of two corresponding second mounting holes in 1 inside of above-mentioned case room corner fittings, above-mentioned vertical shearing resistance pad correspondingly respectively
The both ends of block 31 are respectively protruding into the second mounting hole of the side that two above-mentioned case room corner fittings 1 mutually abut, and respectively with two
Above-mentioned vertical shearing resistance cushion block 31 offsets, by running through three between above-mentioned vertical shearing resistance cushion block 31 and two vertical pressure-bearing cushion blocks 32
High-strength bolt be detachably connected, entire vertical 3 structure design of latch fitting is simple, rationally, and vertical latch fitting 3 is hidden in same after installation
It between the case room corner fittings 1 of the two neighboring building block of layer, will not leak outside, meet the space requirement of site operation, reduce space and account for
With rate, connection is also than stronger between each other.
Preferably, further including positioning component 4, above-mentioned positioning component 4 is folded in two above-mentioned building blocks of adjacent two layers
Between, above-mentioned positioning component 4 has the positioning head 41 that is vertically arranged, in the above-mentioned building block of adjacent two layers, is located at lower layer
The bottom wall of the roof of above-mentioned building block and above-mentioned building block positioned at upper layer is respectively equipped with and above-mentioned positioning head 41
Corresponding location hole, the upper and lower side of above-mentioned positioning head 41 are each passed through the location hole of the above-mentioned building block of adjacent two layers, and stretch
Enter in corresponding above-mentioned building block, being designed between two building blocks conducive to adjacent two layers for positioning component 4 can be good
Good stacks, and is not easy to misplace, can smoothly be connected between the case room corner fittings 1 conducive to the corresponding corner of two building blocks.
Preferably, above-mentioned positioning component 4 is horizontally disposed platy structure, and it is folded in the above-mentioned building mould of adjacent both sides
Between block between two above-mentioned case room corner fittings 1 of both corresponding stitching portion, have and above-mentioned vertical shearing resistance on above-mentioned positioning component 4
31 matched pilot hole of cushion block, above-mentioned vertical shearing resistance cushion block 31 pass through the pilot hole, and easy for installation, firmness is higher, passes through
2 points of positioning head 41 and pilot hole can preferably position positioning component 4, that is, be to ensure that corresponding two of adjacent two layers are built
It being capable of good completion splicing assembling between built module.
Above-mentioned positioning component 4 is steel plate, and structural strength is higher, has preferable load performance.
It should be noted that：Involved multi-layered modular building refers between each other up and down in the technical program
The sequence of the head and the tail in assembled and same layer is stacked mutually to splice.
It should be noted that：The spelling in two building blocks can be used alone in connection component in the technical program
Connect, can also apply multiple building blocks it is 3 D spliced (such as：Multiple building blocks in horizontal plane and perpendicular with
Rectangular matrix splices form combination, can also be the splicing of other forms), but must assure that two building moulds of adjacent two layers
The overlapping up and down of the case house component 1 of block corner and ensure that the two neighboring building block corner of same layer is connected, and turning
The case house component 1 at place is (being almost bonded to each other state) close to each other.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (7)
1. a kind of connection component of multi-layered modular building, the multi-layered modular are built by multiple buildings being arranged into a rectangular array
Module splicing composition, the connection component is connecting the corner that adjacent multiple building blocks mutually splice, it is characterised in that：
The connection component includes the case room corner fittings (1) for being separately fixed at the corner that multiple building blocks mutually splice, the case room
Corner fittings (1) is hollow cuboid structure；Two of the corner that the two neighboring building block of same layer mutually splices
It is removably connected by horizontal latch fitting (2) between case room corner fittings (1)；Two building blocks of adjacent two layers are mutual
It is removably connected by vertical latch fitting (3) between two case room corner fittings (1) of the corner of splicing.
2. a kind of connection component of multi-layered modular building according to claim 1, it is characterised in that：The horizontal latch fitting
(2) include horizontal shear cushion block (21) and two land cushion blocks (22), be located at the two neighboring building mould of same layer
It is close to each other between two case room corner fittings (1) of the corner that block mutually splices, and on side side wall close to each other
It is provided with the first mounting hole corresponding with horizontal shear cushion block (21), two land cushion blocks (22) difference are one by one
The corresponding position for being connected to two case room corner fittings (1) inner walls and corresponding to the first mounting hole, the horizontal shear cushion block (21)
Both ends be respectively protruding into two first mounting holes, and offset respectively with two land cushion blocks (22), it is described
It is detachably connected by the high-strength bolt through three between horizontal shear cushion block (21) and two land cushion blocks (22).
3. a kind of connection component of multi-layered modular building according to claim 2, it is characterised in that：The horizontal shear
Cushion block (21) outer cover is equipped with antidetonation gasket (23), and the antidetonation gasket (23) is folded in the building block positioned at same layer
Between two case room corner fittings (1) of the corner mutually spliced.
4. a kind of connection component of multi-layered modular building according to claim 3, it is characterised in that：The antidetonation gasket
(23) rubber sheet gasket.
5. a kind of connection component of multi-layered modular building according to any one of claims 1 to 4, feature exist
In：The vertical latch fitting (3) includes vertical shearing resistance cushion block (31) and two vertical pressure-bearing cushion blocks (32), two institutes of adjacent two layers
It states and mutually abuts between two case room corner fittings (1) of the corner that building block mutually splices, and in one mutually abutted
The second mounting hole corresponding with vertical shearing resistance cushion block (31), two vertical pressure-bearing cushion blocks (32) are provided on the side wall of side
It is connected to the position of corresponding second mounting hole inside two case room corner fittings (1), the vertical shearing resistance correspondingly respectively
The both ends of cushion block (31) are respectively protruding into two second mounting holes, and respectively with two vertical shearing resistance cushion block (31) phases
It supports, it is detachable by the high-strength bolt through three between the vertical shearing resistance cushion block (31) and two vertical pressure-bearing cushion blocks (32)
Connection.
6. a kind of connection component of multi-layered modular building according to claim 5, it is characterised in that：It further include positioning group
Part (4), the positioning component (4) are folded between two building blocks of adjacent two layers, and the positioning component (4) has
The positioning head (41) being vertically arranged, in the building block of adjacent two layers, be located at the roof of the building block of lower layer with
And the bottom wall of the building block positioned at upper layer is respectively equipped with location hole corresponding with the positioning head (41), it is described fixed
The upper and lower side of potential head (41) is each passed through the location hole of the building block of adjacent two layers, and stretches into the corresponding building mould
In block.
7. a kind of connection component of multi-layered modular building according to claim 6, it is characterised in that：The positioning component
(4) it is horizontally disposed platy structure, and is folded in two of both corresponding stitching portion between the building block of adjacent both sides
Between a case room corner fittings (1), have and the matched assembly of the vertical shearing resistance cushion block (31) on the positioning component (4)
Hole, the vertical shearing resistance cushion block (31) pass through the pilot hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810226095.7A CN108331174A (en) | 2018-03-19 | 2018-03-19 | A kind of connection component of multi-layered modular building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810226095.7A CN108331174A (en) | 2018-03-19 | 2018-03-19 | A kind of connection component of multi-layered modular building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108331174A true CN108331174A (en) | 2018-07-27 |
Family
ID=62932036
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810226095.7A Pending CN108331174A (en) | 2018-03-19 | 2018-03-19 | A kind of connection component of multi-layered modular building |
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| Country | Link |
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| CN (1) | CN108331174A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060196132A1 (en) * | 2005-03-03 | 2006-09-07 | Ruano Jose T | Modular building system and method for level assembling of prefabricated building modules |
| CN202627207U (en) * | 2012-06-01 | 2012-12-26 | 中国国际海运集装箱(集团)股份有限公司 | Connection structure for multistory or high-rise container-unit-module buildings |
| CN203834666U (en) * | 2014-03-11 | 2014-09-17 | 沈阳瑞福工业住宅有限公司 | Modular building system and connection assembly for modular building |
| CN106703208A (en) * | 2016-10-31 | 2017-05-24 | 中冶天工集团有限公司 | Pull rod type prestress connecting method of steel structure modular building |
| CN207988154U (en) * | 2018-03-19 | 2018-10-19 | 北京浩石集成房屋有限公司 | A kind of connection component of multi-layered modular building |
-
2018
- 2018-03-19 CN CN201810226095.7A patent/CN108331174A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060196132A1 (en) * | 2005-03-03 | 2006-09-07 | Ruano Jose T | Modular building system and method for level assembling of prefabricated building modules |
| CN202627207U (en) * | 2012-06-01 | 2012-12-26 | 中国国际海运集装箱(集团)股份有限公司 | Connection structure for multistory or high-rise container-unit-module buildings |
| CN203834666U (en) * | 2014-03-11 | 2014-09-17 | 沈阳瑞福工业住宅有限公司 | Modular building system and connection assembly for modular building |
| CN106703208A (en) * | 2016-10-31 | 2017-05-24 | 中冶天工集团有限公司 | Pull rod type prestress connecting method of steel structure modular building |
| CN207988154U (en) * | 2018-03-19 | 2018-10-19 | 北京浩石集成房屋有限公司 | A kind of connection component of multi-layered modular building |
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