CN101307620B - Building module unit and building structure using same - Google Patents
Building module unit and building structure using same Download PDFInfo
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- CN101307620B CN101307620B CN2008100990504A CN200810099050A CN101307620B CN 101307620 B CN101307620 B CN 101307620B CN 2008100990504 A CN2008100990504 A CN 2008100990504A CN 200810099050 A CN200810099050 A CN 200810099050A CN 101307620 B CN101307620 B CN 101307620B
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- pillar
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- module
- backing plate
- building block
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- 238000003780 insertion Methods 0.000 claims abstract description 12
- 230000037431 insertion Effects 0.000 claims abstract description 12
- 239000004744 fabric Substances 0.000 claims description 16
- 238000003466 welding Methods 0.000 claims description 8
- 238000007665 sagging Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009977 dual effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
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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
- E04B1/348—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
- E04B1/34815—Elements not integrated in a skeleton
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34331—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34336—Structures movable as a whole, e.g. mobile home structures
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
Abstract
The invention provides a building module unit that realizes superposition and assembly of a module unit easily through improving a connection structure of beams and pillars of the module buildings and a connection structure of module units. The building module unit of the invention includes a plurality of pillars; a connection element composed of a plurality of liner plates respectively combined with side portions of the pillars and forming an insertion space with at least an opening on one side; a plurality of beams, two ends of which are respectively inserted and combined with the insertion space of the connection element. The connection element forms at least the insertion space with openings in a plurality of directions.
Description
Technical field
The fabric structure that the present invention relates to a kind of building block unit and use this modular unit.
Background technology
Modular unit for building is to come the structural system of construction of buildings by stacked and assembling.For coming construction of buildings by modular unit, at first should form modular unit.Modular unit forms by with bolt, pillar being engaged with the beam that is welded with end plate (end plate).Between these modular units by using the end plate that welds on the pillar end of bolt with the end plate that welds on the pillar end and the modular unit that engages to engage.
Yet described prior art is provided with joint and uses peristome, this method to cause the section loss of pillar for the pillar and the beam that are formed by square steel pipe are engaged on the pillar that is formed by square steel pipe.And pillar and beam are by 3-4 bolted joints, and therefore long beam and short beam directly are not joined together, thereby cause the insufficient strength at junction surface large.Due to this reason, there is following problem in prior art, and namely because of the distortion at junction surface, and the finish material that is arranged on modular unit can be damaged in transportation and (lift up) process of slinging for modular unit.
Technology contents
The invention provides a kind of beam and the connected structure of pillar and connected structure between modular unit by improving modular building, thereby can easily realize the building block unit of the stacked of modular unit and assembling.
And the present invention also provides a kind of fabric structure that uses modular unit, and described building structure can realize building construction systems by modular unit and conventional box modular unit that Combination application has cantilever (cantilever) formula earth construction.
In addition, the present invention provides again a kind of building that uses modular unit, described building structure can solve the thickness thickening that makes wall due to overlapping of pillar and beam, the perhaps problem of pillar part projection, and can clipped pillar and beam, thereby material therefor amount when reducing construction of buildings can also easily be guaranteed in addition for finally processing or arrange equipment pipe arrangement needed space.
The building block unit comprises: a plurality of pillars; Link, it is comprised of a plurality of backing plates that combine with the sidepiece of described pillar respectively, and is formed with the insertion space of side mouth at least; And a plurality of beams, its two ends are inserted respectively and are attached in the insertion space of described link.Described link forms at least the insertion space in the multiple directions upper shed.
Described a plurality of pillar has identical length, and described a plurality of pillars can be 4.
Described link can comprise: two horizontal backing plates, and both preset distances of being separated by, and be combined with described pillar on the length direction of described pillar respectively; Two vertical backing plates, it combines and forms outer wall with the outside of described two horizontal backing plates respectively.
Described pillar can be combined with welding manner with each junction surface of described link.
Described two horizontal backing plates comprise the first horizontal backing plate that is arranged on upside, the second horizontal backing plate that is arranged on the described first horizontal backing plate downside.The described first horizontal backing plate and the described second horizontal backing plate can be of similar shape.
Described link can be in the top and bottom of described pillar each in conjunction with one.
Described a plurality of beam comprises long beam and the short beam with different length, and described a plurality of beams can comprise four beams that are arranged on described pillar upper end and four beams that are arranged on described pillar lower end.
Each junction surface of described beam and described link can be with the welding manner combination.
When a plurality of modular units that are comprised of described a plurality of pillars, link and beam were stacked, its adjacent horizontal backing plate was connected with separable structure, and described adjacent horizontal backing plate can combine with thread connecting mode.
When a plurality of modular units that are comprised of described a plurality of pillars, link and beam were stacked, the long beam that described modular unit is adjacent can harden by supporting pad and be integrated.And may further include support member, it combines with the end of pillar bottom, described bottom pillar and ground between support described stacked modular unit.But also may further include auxiliary supports, it is combined between bottom long beam and ground, is used for reducing the sagging of described long beam bottom.
In addition, use the fabric structure of modular unit to comprise the first module and the second module, wherein said the first module comprises: the first bottom girder consists of quadrangle ground framework; The first floor panel is arranged on described the first bottom girder; A plurality of pillars are respectively with vertical connection of each bight of described the first bottom girder; Back timber connects described pillar upper end; And prolongation module, this prolongation module comprises the first tie-beam, this first tie-beam is arranged on described the first bottom girder end with extending, be formed with first and extend panel on the width of described the first tie-beam, described the second module comprises: the second bottom girder, consist of another ground framework, be used for described the second module is connected to the end of described prolongation module; The second floor panel is arranged on described the second bottom girder; A plurality of the second pillars are respectively with vertical connection of each bight of described the second bottom girder; And second back timber, connect described a plurality of the second pillar upper end.
With the first module be connected module and connect in the horizontal direction, thereby can consist of a plurality of buildings.Can the identical building of stacked structure above by the building of described the first module and described the second module assembled.
The building block unit need to not form peristome and can easily pillar and beam be engaged yet on pillar.Described building block unit not only can make beam and column engage, but also can directly engage short beam and Chang Liang, thereby improves horizontal intensity and the rigidity at junction surface.
And, in order to engage between Jiang Liang and beam, when stacked in the building block unit, use adjacent horizontal backing plate to pass through bolted joints.And on the centre position of the beam of first floor module, the support backing plate can be set, thereby sagging the reaching of beam minimized.
And, engage one another between pillar and short beam and long beam, thereby the bond strength between the single-bit module member is maximized.
Moreover, for the material that the beam as modular unit uses, it does not directly engage with pillar, but the preset distance of being separated by engages by vertical backing plate and horizontal backing plate, therefore do not need in the longitudinal direction this material is carried out accurate cutting, thereby can reduce processing charges.
In addition, in using the fabric structure of modular unit provided by the present invention, it be not necessary for form in the middle of corridor and dual pillar or brace summer structure are set, therefore can reduce the quantity of framework.But also can omit the structure that dual pillar or brace summer are set needed space.Therefore, because available level, vertical space become large, the area in corridor is also enlarged, thereby have the effect that the space is set on the ceiling of corridor such as increase equipment pipe arrangement.
And, when transportation module, the prolongation panel of connecting portion can be extended to the outside of trailer and place, therefore can carry simultaneously two modules, thereby have the effect that reduces freight.
Description of drawings
Fig. 1 is the stereogram that shows the building block block construction of the embodiment of the present invention.
Fig. 2 a and Fig. 2 b are the partial perspective views that shows the marriage relation of pillar, link and beam in Fig. 1.
Fig. 3 is the stereogram that shows two building block unit stacked states of the embodiment of the present invention.
Fig. 4 is the partial perspective view that shows the marriage relation of pillar, link and beam in Fig. 3.
Fig. 5 is the stereogram that shows long beam adjacent in Fig. 3 and support the marriage relation of backing plate.
Fig. 6 is the stereogram of fabric structure that shows the use modular unit of another embodiment of the present invention.
Fig. 7 is the stereogram that the fabric structure of the use modular unit of demonstration another embodiment of the present invention combines.
Fig. 8 is the stereogram that is presented on the fabric structure of use modular unit of another embodiment of the present invention in addition in conjunction with the roof.
Fig. 9 is presented at the stereogram that forms the integral type roof on the fabric structure of the modular unit that uses another embodiment of the present invention.
The specific embodiment
Below, the embodiment that invention will be described in detail with reference to the attached drawing can easily implement the person of ordinary skill in the field.The present invention can realize with various ways, be not limited to the embodiments described below.And same Reference numeral shows same parts in manual and accompanying drawing.
Fig. 1 is the stereogram that shows the building block block construction of the embodiment of the present invention.
With reference to Fig. 1, the building block unit of the embodiment of the present invention comprises pillar 10, beam 20 and link 30.The embodiment of the present invention is used for improving the connected structure of beam and column of modular building and the connected structure between modular unit, thereby builds building by modular unit is stacked and assembling.
Described link 30 is comprised of with vertical backing plate 36 the first horizontal backing plate 32, the second horizontal backing plate 34.Described link 30 in the top and bottom of described pillar 10 each in conjunction with one.If pillar 10 is four, so described link 30 respectively arranges two on each pillar 10, that is, each modular unit has eight links 30.
Fig. 2 a and Fig. 2 b are the partial perspective views that shows the marriage relation of pillar 10, link 30 and beam 20 in Fig. 1.
With reference to Fig. 2 a and Fig. 2 b, link 30 is comprised of a plurality of backing plates that combine with the sidepiece of described pillar 10 respectively, and is formed with the insertion space of at least one side opening.Described link 30 is formed on the insertion space of multiple directions upper shed.Embodiments of the invention need to not form peristome on pillar 10, as long as just can engage at an easy rate pillar 10 and beam 20 by link 30.This juncture not only can fished beam 20 and pillar 10, but also can directly engage short beam 24 and long beam 22, thereby can improve horizontal intensity and the rigidity at junction surface.
Two horizontal backing plates form one group, and the preset distance of being separated by is combined with pillar on the length direction of pillar 10 respectively.Described two horizontal backing plates comprise the first horizontal backing plate 32 that is arranged on upside, the second horizontal backing plate 34 that is arranged on the described first horizontal backing plate 32 downsides, and the described first horizontal backing plate 32 consists of with identical shape with the second horizontal backing plate 34.
Two vertical backing plates 36 that form one group combine and form outer wall with the outside of the described first horizontal backing plate 32 and the second horizontal backing plate 34 respectively.
As shown in Fig. 2 a and Fig. 2 b, described pillar 10 is combined with welding manner with each junction surface of described link 30.And each junction surface of described beam 20 and described link 30 is also with the welding manner combination.That is, the first horizontal backing plate 32 of engaging respectively on described pillar 10, the second horizontal backing plate 34 and two vertical backing plates 36 is combined and consist of link 30, and described pillar 10 engages with welding manner by described link 30 with beam 20.
As mentioned above, the modular unit of the embodiment of the present invention to pillar 10, long beam 22, when short beam 24 engages, engages the first horizontal backing plate 32, the second horizontal backing plate 34 backing plate 36 vertical with two that forms link 30 on pillar 10 with welding manner.And will long beam 22 and after short beam 24 is inserted into respectively the insertion space of described link 30 openings, each beam 20 is welded, form the joint portion with this.In this case, the material that uses as the beam 20 of modular unit, it does not directly engage with pillar 10, but the preset distance of being separated by engages by vertical backing plate 36, the first horizontal backing plate 32 and the second horizontal backing plate 34, therefore do not need in the longitudinal direction this material is carried out accurate cutting, thereby can reduce processing charges.
And when modular unit was mutually stacked, adjacent modular unit was connected engaging between the first horizontal backing plate 32 adjacent in pillar 10 and link 30 that beam 20 is connected and the second horizontal backing plate 34 by making.By the stacked modular unit of this syndeton, its long beam 22 and short beam 24 engage with the first horizontal backing plate 32, the second horizontal backing plate 34 respectively, thereby the bond strength between the single-bit module unit member is maximized.And the frame rigidity of modular unit is improved, and damaged condition that can make finish material in transportation etc. reaches and minimizes.
Fig. 3 is the stereogram that shows two building block unit stacked states of the embodiment of the present invention.Fig. 4 is the partial perspective view that shows the marriage relation of pillar 10, link 30 and beam 20 in Fig. 3.
With reference to Fig. 3 and Fig. 4, will be stacked to by the modular unit that a plurality of pillars 10, link 30 and beam 20 form when two-layer, adjacent the first horizontal backing plate 32 and the second horizontal backing plate 34 are with separable structural engagement in the bottom of the top of the 1st layer and the 2nd layer.Described the first adjacent horizontal backing plate 32 and the second horizontal backing plate 34 can be with the thread connecting mode combinations.Namely during two mutual stacked joints of modular unit, the the first horizontal backing plate 32 that is engaged in its upside in the second horizontal backing plate 34 of its downside in the horizontal backing plate of the pillar 10 of upside modular unit and beam 20 and horizontal backing plate that pillar 10 and beam 20 with the downside modular unit engages is used bolted joints, thereby consist of two buildings that module unit is stacked.
In described syndeton, the first horizontal backing plate 32 and the second horizontal backing plate 34 can be effectively be delivered to the load of beam 20 on pillar 10, and vertical backing plate 36 can resist the shearing force that the end of beam 20 occurs fully.
As mentioned above, two modular units are mutual when stacked, and the first horizontal backing plate 32 of pillar 10 ends and the second horizontal backing plate 34 can be used as the bolted joints face when the adjacent block unit engages.By this way, during two modular unit horizontal integrations, can realize and the engaging of adjacent block unit by vertical backing plate 36.At this moment, adjacent vertical backing plate 36 can be used as the bolted joints face.
In addition, on the end of the 1st layer of pillar 10 in conjunction with support member 40.Described support member 40 is used for supporting stacked modular unit between the pillar 10 of the 1st layer and ground.
Fig. 5 is the stereogram that shows long beam adjacent in Fig. 3 22 and support the marriage relation of backing plate 50.
With reference to Fig. 5, when a plurality of modular units that are comprised of described a plurality of pillars 10, link 30 and beam 20 were stacked, adjacent long beam 22 can be combined as a whole by supporting backing plate 50.Be formed with connecting hole on the correspondence position that the long beam 22 that supports backing plate 50 is installed, and with bolt, adjacent long beam 22 engaged by supporting backing plate 50.
And, on long beam 22 bottom in conjunction with auxiliary supports 60.Described auxiliary supports 60 arranges separately with support member 40, and described auxiliary supports 60 is attached between bottom the long beam 22 and ground that is arranged on the 1st layer of bottom, and sagging the reaching of long beam 22 minimizes thereby make bottom.Described auxiliary supports 60 and support member 40 can be same shapes.Consider the sagging of long beam 22, preferably the installation site of described auxiliary supports 60 is located at long beam 22 central authorities.
Fig. 6 is the stereogram of fabric structure that shows the use modular unit of another embodiment of the present invention, and Fig. 7 is the stereogram that shows that the fabric structure of the use modular unit of another embodiment of the present invention combines.
Described fabric structure comprises the first module 100 and the second module 100-1.The first module 100 comprises the first bottom girder 210, and it consists of the quadrangle ground framework of the first module 100 that is used for assembly type building module thing made from normal size, and is provided with the first floor panel 211 at width or the length direction of this framework.
Vertically be provided with respectively other frameworks that determine depth of building on the bight of described the first bottom girder 210, i.e. the first pillar 220.
The first module 100 comprises the first back timber 230, and it connects respectively the upper end of the first pillar 220, thereby prevents rocking of this first pillar 220, and is used to form ceiling frames.And first module 100 also comprise and extend module 300, the first prolongation panel 311 that the end that this prolongations module 300 is included in the first bottom girder 210 extends the first tie-beam 310 that ground arranges and arranges on the width of described the first tie-beam 310 or length direction.
When consisting of prolongation module 300, the beam that forms the framework of corresponding ceiling is removed, even therefore the first identical shaped module 100 is stacked to above described module, do not disturb between the tie-beam 310 of prolongation module 300 and the prolongation module 300 of bottom yet, form spatial portion 410 with this.Therefore, by described spatial portion 410, the required equipment pipe arrangement 400 of building can be set easily.
Below exemplifying equipment pipe arrangement 400 describes.Be formed with the spatial portion 410 that does not have in existing building due to fabric structure of the present invention, can be arranged at back timber 230 or panel to the water inlet pipe that is used for intaking or the gutter that is used for draining by fastening devices.The fastening devices that described equipment pipe arrangement 400 is set is same as the prior art, and therefore here the description thereof will be omitted.
That is to say, when first of the prolongation module 300 that extend to arrange on the first module 100 extended panel 311 and is positioned at the first module 100 top, superposed first extends panel 311 can serve as the ceiling of the prolongation module 300 of the first module 100 that is positioned at the bottom simultaneously.Therefore, can reduce the framework quantity that is formed by back timber and bottom girder in prior art, can increase economic efficiency.
The second module 100-1 has basically identical with the first module 100 structure, comprise the second bottom girder 210-1, this second bottom girder 210-1 is used for consisting of the ground framework of building, the second floor panel 211-1 is arranged on the second bottom girder 210-1, so that the second module 100-1 is connected to the end of described prolongation module 300 in the horizontal direction.
Be respectively arranged with the second pillar 220-1 perpendicular and that connect on the bight of described the second bottom girder 210-1.
Be provided with the second back timber 230-1 that arranges in order to connect its upper end on described the second pillar 220-1.The the second module 100-1 that forms by described structure combines with the first module 100, thereby builds a building.
And, the present invention can by with the first module 100 be connected module 100-1 and connect on side surface direction and build a plurality of buildings.And the present invention can also complete at the same building of building upper stack that is made of the first module 100 and the second module 100-1 assembling the construction of a building.
In addition, as shown in Figure 8, the present invention can also be after the modular building upper stack modular building of completing with said structure, and the ceiling structure 500 of independent preparation is set on the module top of the superiors, completes modular building with this.And as shown in Figure 9, the present invention can be made into the heeling condition that can form the inclined plane with the first back timber 230 of the superiors' module of building modules again, thereby forms the integral type roof.In addition, the present invention arranges separately ceiling on the top of the prolongation module 300 of the superiors, and in the middle of can be used as, use in the corridor.The present invention carries out Decorative Construction by the engineering of routine after the combination of completing between described the first module 100, complete the construction of building module thing with this.
Claims (18)
1. building block unit is characterized in that comprising:
A plurality of pillars;
Link, it is comprised of a plurality of backing plates that combine with the sidepiece of described pillar respectively, and is formed with the insertion space in the multiple directions upper shed; And
A plurality of beams, its two ends insert respectively and are attached in the insertion space of described link,
Wherein, described link comprises:
Two horizontal backing plates, both preset distances of being separated by on the length direction of described pillar, and each horizontal backing plate combines with two adjacent sidepieces of described pillar;
Two vertical backing plates, it combines and forms outer wall with the outside of described two horizontal backing plates respectively, and the middle part towards pillar is outstanding on the length direction of pillar,
Wherein, described beam does not directly engage with pillar, but is connected to pillar by vertical backing plate and horizontal backing plate.
2. building block according to claim 1 unit is characterized in that:
Described a plurality of pillar has identical length.
3. building block according to claim 2 unit is characterized in that:
Described a plurality of pillar is 4.
4. building block according to claim 1 unit is characterized in that:
Described pillar is combined with welding manner with each junction surface of described link.
5. building block according to claim 1 unit, is characterized in that, described two horizontal backing plates comprise: be arranged on upside the first horizontal backing plate, be arranged on the second horizontal backing plate of the described first horizontal backing plate downside.
6. building block according to claim 5 unit is characterized in that:
The described first horizontal backing plate and the described second horizontal backing plate are of similar shape.
7. building block according to claim 1 unit is characterized in that:
Described link in the top and bottom of described pillar each in conjunction with one.
8. building block according to claim 1 unit is characterized in that:
Described a plurality of beam comprises long beam and the short beam with different length.
9. building block according to claim 8 unit is characterized in that:
Described a plurality of beam comprises four beams that are arranged on described pillar upper end and four beams that are arranged on described pillar lower end.
10. building block according to claim 9 unit is characterized in that:
Each junction surface of described beam and described link is with the welding manner combination.
11. building block according to claim 5 unit is characterized in that:
When a plurality of modular units that are comprised of described a plurality of pillars, link and beam were stacked, its adjacent horizontal backing plate combined with separable structure.
12. building block according to claim 11 unit is characterized in that:
Described adjacent horizontal backing plate combines with thread connecting mode.
13. building block according to claim 8 unit is characterized in that:
When a plurality of modular units that are comprised of described a plurality of pillars, link and beam were stacked, the long beam that described modular unit is adjacent connected as one by supporting backing plate.
14. building block according to claim 13 unit is characterized in that:
Further comprise support member, it combines with bottom pillar end, described bottom pillar and ground between support described stacked modular unit.
15. building block according to claim 14 unit is characterized in that:
Further comprise auxiliary supports, it is combined between bottom long beam and ground, is used for reducing the sagging of described long beam bottom.
16. a fabric structure that uses modular unit is characterized in that, comprises the first module and the second module, wherein said the first module comprises:
The first bottom girder consists of quadrangle ground framework;
The first floor panel is arranged on described the first bottom girder;
A plurality of pillars are respectively with vertical connection of each bight of described the first bottom girder;
Back timber connects described pillar upper end; And
Extend module, comprise the first tie-beam, this first tie-beam is arranged on described the first bottom girder end with extending, is formed with the first prolongation panel on the width of described the first tie-beam,
Described the second module comprises:
The second bottom girder consists of another ground framework, is used for described the second module is connected to the end of described prolongation module;
The second floor panel is arranged on described the second bottom girder;
A plurality of the second pillars are respectively with vertical connection of each bight of described the second bottom girder; And
The second back timber connects described a plurality of the second pillar upper end.
17. the fabric structure of use modular unit according to claim 16 is characterized in that:
Described the first module be connected the second module and connect in the horizontal direction, consist of multiple building with this.
18. fabric structure according to claim 17 is characterized in that:
Stacked identical building above the building that is built by described the first module and described the second module assembled.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020070047481A KR100805732B1 (en) | 2007-05-16 | 2007-05-16 | Building structure using modular unit |
| KR10-2007-0047481 | 2007-05-16 | ||
| KR1020070132390A KR100972197B1 (en) | 2007-12-17 | 2007-12-17 | Architectural modular unit |
| KR10-2007-0132390 | 2007-12-17 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101307620A CN101307620A (en) | 2008-11-19 |
| CN101307620B true CN101307620B (en) | 2013-05-22 |
Family
ID=39382781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008100990504A Expired - Fee Related CN101307620B (en) | 2007-05-16 | 2008-05-15 | Building module unit and building structure using same |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR100805732B1 (en) |
| CN (1) | CN101307620B (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102141473A (en) * | 2010-12-31 | 2011-08-03 | 中国航空动力机械研究所 | Modularized combination machine tool |
| CN104532951A (en) * | 2014-11-28 | 2015-04-22 | 同济大学 | Column bearing type cellular building module, and cellular modularization building and building method thereof |
| CN104790529A (en) * | 2015-02-12 | 2015-07-22 | 同济大学 | Box type module building splice joint structure |
| CN104652610B (en) * | 2015-02-12 | 2017-12-05 | 同济大学 | Box-type module builds corner splicing node structure |
| CN106978851A (en) * | 2016-01-19 | 2017-07-25 | 张跃 | A kind of building construction method |
| CN110258796A (en) * | 2019-06-27 | 2019-09-20 | 中冶天工集团有限公司 | A kind of attachment device in steel building centre corridor and two sides module |
| CN111827486A (en) * | 2020-06-08 | 2020-10-27 | 中建集成建筑有限公司 | Steel structure module, system and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1075766A (en) * | 1992-02-27 | 1993-09-01 | 诸瑞青 | The construction method of pre-poured combined building |
| CN1136123A (en) * | 1995-02-10 | 1996-11-20 | 积水化学工业株式会社 | Integrated house and its construction |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000336753A (en) | 1999-06-02 | 2000-12-05 | Misawa Homes Co Ltd | Unit building |
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2007
- 2007-05-16 KR KR1020070047481A patent/KR100805732B1/en active IP Right Grant
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2008
- 2008-05-15 CN CN2008100990504A patent/CN101307620B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1075766A (en) * | 1992-02-27 | 1993-09-01 | 诸瑞青 | The construction method of pre-poured combined building |
| CN1136123A (en) * | 1995-02-10 | 1996-11-20 | 积水化学工业株式会社 | Integrated house and its construction |
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| KR100805732B1 (en) | 2008-02-21 |
| CN101307620A (en) | 2008-11-19 |
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