CN104818865A - Assembly building and construction method thereof - Google Patents
Assembly building and construction method thereof Download PDFInfo
- Publication number
- CN104818865A CN104818865A CN201510203621.4A CN201510203621A CN104818865A CN 104818865 A CN104818865 A CN 104818865A CN 201510203621 A CN201510203621 A CN 201510203621A CN 104818865 A CN104818865 A CN 104818865A
- Authority
- CN
- China
- Prior art keywords
- house
- fixation kit
- building
- integral structure
- limited post
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses an assembly building and a construction method thereof. The construction method includes the steps: stacking and connecting manufactured building members onto a building foundation; mounting a fixing structure on the periphery of the stacked and connected building members. The fixing structure comprises a first fixing component and a second fixing component, the first fixing component is used for vertically hooping the stacked and connected building members onto the building foundation, and the second fixing component is used for horizontally hooping the stacked and connected building members. The building members with perfect internal facilities are directly stacked and connected on the building foundation to form a whole house structure, the first fixing component restrains vertical free movement of the mutually stacked and connected building members, the second fixing component restrains horizontal free movement of the mutually stacked and connected building members, so that the mutually stacked and connected building members can be simply, rapidly and stably fixed onto the building foundation, and building construction efficiency is greatly improved.
Description
Technical field
The present invention relates to engineering construction technical field, particularly relate to a kind of prefabricated building and construction method thereof.
Background technology
Prefabricated dwelling house builds house by the industrialized mode of production, is be prefabricated in the factory by the part or all of component of house, is then transported to job site, assembled by component and the house built up by reliable connected mode.Such house by house building industry, can substantially reduce the building construction cycle, and can reduce construction cost, also can play a role for suppression room rate.
Now, the use of prefabricated building gets more and more, but, the mounting means of existing prefabricated building is more single, installation process is comparatively complicated, how to found a kind of structure simple, easy for installation, the low new prefabricated building of duration, cost and mounting method thereof can be saved, belong to current important research and development problem in fact.
Summary of the invention
Technical problem to be solved by this invention be to provide one can overcome conventional house build time-consuming, build problem slowly, greatly improve prefabricated building and the construction method thereof of the building efficiency of building construction.
For realizing above-mentioned technique effect, the invention discloses a kind of prefabricated building construction method, to comprise but order is not limited to following steps:
Complete multiple house unit;
Described multiple house unit is stacked and is connected on building lot, and connected by dry type connected mode;
First fixation kit is provided, vertical banding is carried out to described multiple house unit;
Second fixation kit is provided, horizontal banding is carried out to described multiple house unit.
Described prefabricated building construction method is further improved and is, described method is further comprising the steps:
Pre-prior to building lot being symmetrical arranged two row's limited posts, the lower end of limited post described in each is imbedded in described building lot, and is connected with foundation structure;
Stack between described limited post and connect described house unit, form house integral structure;
In the top of described house integral structure, limit connector is set, the two ends of described limit connector are fixed on and lay respectively in two row's limited posts two corresponding described limited posts, make the first fixation kit of being made up of described limited post and described limit connector and described building lot enclose the first spacing space that height of formation adapts to described house integral structure;
Outer ring in described house integral structure establishes the second fixation kit, is connected by described second fixation kit with described limited post, and the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described house integral structure.
Described prefabricated building construction method is further improved and is, described method is further comprising the steps:
Pre-prior to building lot being symmetrical arranged two row's limited posts, the lower end of limited post described in each is imbedded in described building lot, and is connected with foundation structure;
Between described limited post, stack connection house unit, form first floor house unit, and connected by dry type connected mode;
The second fixation kit is established in the described first floor house unit pressed on ring stacking connection, described second fixation kit is connected with described limited post, the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described first floor house unit, completes the installation of the second fixation kit of the described first floor house unit stacking connection;
The house unit connecting and be positioned at the top of described first floor house unit is successively stacked between described limited post, and successively section installs the second fixation kit of the house unit stacking connection described in each interval, until complete house unit described in last interval stack connection, form house integral structure, and last interval described in installation stacks the second fixation kit of the house unit of connection;
In the top of described house integral structure, limit connector is set, the two ends of described limit connector are fixed on and lay respectively in two row's limited posts two corresponding described limited posts, make the first fixation kit of being made up of described limited post and described limit connector and described building lot enclose the first spacing space that height of formation adapts to described house integral structure.
Described prefabricated building construction method is further improved and is, is connected or the mode of cast-in-situ concrete connects between described limit connector with described limited post by dry type, and described limit connector is prestressed cable, crossbeam or prestressed girder.
Described prefabricated building construction method is further improved and is, also comprises and makes each house unit in advance, comprising:
Make the base plate of house unit, top board and body of wall;
Described base plate, top board and the body of wall assembling completed is formed house module;
In described house module, hydroelectric facility is installed;
In the outside of described house module, connecting elements is installed, for adjacent described house module being connected by described connecting elements.
The invention also discloses a kind of prefabricated building, comprising:
Multiple house unit, described multiple house unit mutually stacks and is connected to form house integral structure;
For by first fixation kit of vertical for described house integral structure banding on building lot; And
For the second fixation kit of house integral structure described in horizontal banding.
Described prefabricated building further improve and are, described first fixation kit comprises the two row's limited posts be symmetricly set on described building lot, and be connected to the limit connector that described two arrange the upper end of two described limited posts corresponding in limited posts, the lower end of each limited post described is imbedded in described building lot, and be connected with foundation structure, and between described building lot, described limited post and described limit connector, enclose the first spacing space that height of formation adapts to described house integral structure.
Described prefabricated building further improve and are, described limit connector is connected by dry type with between limited post or the mode of cast-in-situ concrete connects, and described limit connector is prestressed cable, crossbeam or prestressed girder.
Described prefabricated building further improve and are, described second fixation kit connects described limited post and lateral loops is located at the outside of described house integral structure, the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described house integral structure, described prefabricated building further improve and are, described second fixation kit comprises multistage subelement section, and the two ends of described subelement section are connected with described limited post.
Described prefabricated building further improve and are, described house unit is assemble by top board, base plate and body of wall the house module formed, in described house module, hydroelectric facility is installed, be connected by connecting elements between adjacent described house unit, described connecting elements is structure or the bolt fastening structure of being connected together.
The present invention, owing to have employed above technical scheme, makes it have following beneficial effect:
House unit is assemble by top board, base plate and body of wall the house module formed, inner facility is perfect, be laid with hydroelectric facility, each house unit can as independently apartment, the first fixation kit and the second fixation kit is adopted to be located on building lot by being stacked the house integral structure hoop be formed by connecting by multiple house unit, the construction in Zheng Dong building can be completed quickly and easily, greatly improve the building efficiency of building construction.
Accompanying drawing explanation
Fig. 1 is the perspective view of prefabricated building of the present invention;
Fig. 2 is the perspective view of prefabricated building of the present invention before mount fixing structure;
Fig. 3 is the structural representation of house unit in prefabricated building of the present invention;
Fig. 4 is the perspective view after installing the first fixation kit in prefabricated building construction method of the present invention;
Fig. 5 is the side structure schematic diagram after installing the first fixation kit in prefabricated building construction method of the present invention;
Fig. 6 is the perspective view of the another kind of embodiment after installing the first fixation kit in prefabricated building construction method of the present invention;
Fig. 7 is the side structure schematic diagram after installing the second fixation kit in prefabricated building construction method of the present invention;
Fig. 8 is the structural representation in prefabricated building construction method of the present invention after mounting limit post; And
Fig. 9 stacks the structural representation after connecting house unit in prefabricated building construction method of the present invention.
Detailed description of the invention
Below in conjunction with the drawings and the specific embodiments, the present invention is further detailed explanation.
First consult shown in Fig. 1 ~ 3, prefabricated building of the present invention are primarily of mutually stacking multiple house units 11 of being connected to form house integral structure 10 and the fixed structure for being fixed on building lot 12 by this house integral structure 10 formed, in the present embodiment, house integral structure 10 is the structure of four layers, every layer six family house unit 11, totally two ten four family house units 11.Wherein, each household house unit 11 is assemble by top board 111, base plate 112 and body of wall 113 the house module formed, and whole batch production is prefabricated, is laid with hydroelectric facility in house unit 11, inner facility is perfect, and each house unit 11 can as independently apartment.
Fixed structure comprise for first fixation kit 13 of vertical for house integral structure 10 banding on building lot 12 and the second fixation kit 14, first fixation kit 13 of being used for horizontal banding house integral structure 10 and the second fixation kit 14 are coordinated formed confession stack be connected house unit 11 stack space.
Consult further shown in Fig. 4 and Fig. 5, first fixation kit 13 is in door type, comprise the two row's limited posts 131 be symmetricly set on building lot 12, the lower end of limited post 131 is imbedded in building lot 12, limit connector 132 is provided with between two limited posts 131 corresponding in two row's limited posts 131, the end of limit connector 132 and the upper end of limited post 131 fix, make building lot 12, the first spacing space that height of formation adapts to house integral structure 10 is enclosed between limited post 131 and limit connector 132, limit connector 132 is arranged at the tip position of house integral structure 10, for coordinate limited post 131 by mutually stack connection the vertical banding of house unit 11 at building lot 12, play and retrain and prevent from mutually stacking the vertical freely movable effect of the house unit 11 of connection, wherein, this limit connector 132 is prestressed cable, crossbeam or prestressed girder, and to be connected by dry type between limit connector 132 with limited post 131 or the mode of cast-in-situ concrete connects, node should carry out corresponding connected node design through mechanical calculation.
The setting position of the first fixation kit 13 is generally the medium position being arranged on house unit 11, as shown in Figure 4, at corresponding house integral structure 10, twice limited post 131 is each side set, every limited post 131 correspondence is arranged at the medium position of house unit 11, be located in the first fixation kit 13 to guarantee that house unit 11 stably binds round, in order to improve the stability of house integral structure 10, consult shown in Fig. 6, spy arranges twice limited post 131 again in the both sides, front and back of house integral structure 10, and this twice limited post 131 being arranged on the both sides, front and back of house integral structure 10 lays respectively at the stitching position of adjacent room units 11, between limited post 131 and the house unit 11 contacted, additionally fastening structure is set, as further structural strengthening is done in screw connection or dowel connection etc., improve the fastness of house integral structure 10.
Again shown in composition graphs 1 and Fig. 7, the limited post 131 of the second fixation kit 14 and the first fixation kit 13 is to being connected, and lateral loops is located at the outside of house integral structure 10, for horizontal banding house integral structure 10, to ensure that stacking house integral structure 10 relative motion does not occur in the horizontal direction, second fixation kit 14 is spliced by multistage subelement section, the two ends of every cross-talk elementary section are connected with limited post 131, make the second fixation kit 14 relative fixing with the first fixation kit 13, the setting position of the second fixation kit 14 is positioned at the stitching position of adjacent two layers house unit 11, the inside of the second fixation kit 14 forms size fit in the second spacing space of the cross sectional dimensions of house integral structure 10, thus will mutually stack the horizontal banding of house unit 11 of connection in the second fixation kit 14, play the laterally freely movable effect of the house unit 11 retraining and prevent from mutually stacking connection.
Prefabricated building of the present invention adopt directly using independently apartment perfect for inner facility as house unit 11, house unit 11 and inside thereof are arranged all can assemble in factory, and install on house unit 11 and be used for the suspension hook of handling so that by suspension hook by house unit 11 handling that completes to building lot 12.House unit 11 forms house integral structure 10 in the mode that building lot 12 adopts scene to stack connection, the vertical banding of the first fixation kit 13 is adopted mutually to stack the house unit 11 of connection, constraint stacks the vertical freely movable of the house unit 11 of connection mutually, the horizontal banding of the second fixation kit 14 is adopted mutually to stack the house unit 11 of connection, constraint stacks the laterally freely movable of the house unit 11 of connection mutually, thus it is simple, fast and can firmly the house unit 11 mutually stacking connection is fixed on building lot 12, complete the construction of whole house integral structure 10, greatly improve the building efficiency of building construction.
Further, be connected by connecting elements between adjacent room units 11, this connecting elements is that be connected together structure or bolt fastening structure or other through the syndeton of mechanical calculation, improves the bonding strength between adjacent room units 11 by Specification design.
The concrete construction method step of prefabricated building of the present invention is as follows:
1, make house unit 11 in advance, comprising:
As shown in Figure 3, make the base plate 111 of house unit 11, top board 112 and body of wall 113, reserved sash position on body of wall 113, whole batch production is prefabricated;
The base plate 111 completed, top board 112 and body of wall 113 are assembled and forms house module;
In house module, hydroelectric facility is installed, improves the inner facility of house unit 11, make house unit 11 as independently apartment;
In the outside of house module, connecting elements is installed, for adjacent house module being connected by connecting elements.
2, the installation on basis
As shown in Figure 8, unwrapping wire location, place, carry out the smooth process of building lot 12, to meet bearing capacity and the settlement request of building lot 12, according to design drawing, building lot 12 is symmetrical arranged two row's limited posts 131, often arrange limited post 131 and have multiple tracks limited post 131, the spacing between symmetrically arranged two row's limited posts 131 adapts to the width of the pre-prefabricated building built, and the lower end of limited post 131 is imbedded in building lot 12, and be connected with foundation structure, guarantee limited post 131 stabilized structure.
3, each house unit 11 completed is stacked be connected on building lot 12, and connected by dry type connected mode, to form house integral structure 10
According to design drawing, house unit 11 is lifted between limited post 131, the house unit 11 of first floor is first installed, after first floor house unit 11 installation, upwards successively stack and connect house unit 11, as shown in Figure 9, until complete all house units 11 stack connection, form house integral structure 10, be connected together structure or bolt fastening structure or other connecting elements by Specification design and through the syndeton of mechanical calculation is also adopted to be connected, to increase the bonding strength between adjacent room units 11 between adjacent room units 11.
4, to the peripheral mount fixing structure of house unit 11 stacking connection, comprising:
First fixation kit 13 is installed:
As shown in Figure 5, in the top stacking the house integral structure 10 connected, limit connector 132 is set, the two ends of limit connector 132 are fixed on the limited post 131 of house integral structure 10 both sides, limit connector 132 is utilized to strain the limited post 131 of both sides, and by house integral structure 10 banding in the first fixation kit 13, building lot 12, the first spacing space that height of formation adapts to house integral structure 10 is enclosed between limited post 131 and limit connector 132, wherein, limit connector 132 can be that the stirrup be located on limited post 131 is bound round at two ends, also can be the crossbeam that two ends are bolted on limited post 131.
Second fixation kit 14 is installed:
As shown in Figure 7, outside lateral loops in house integral structure 10 establishes the second fixation kit 14, the inside of the second fixation kit 14 forms size fit in the second spacing space of the cross sectional dimensions of house integral structure 10, and house integral structure 10 hoop is located at stacking in connection space of being formed by the first spacing space and the second spacing interference fit.
5, Decorative Construction
House integral structure 10 after finally spacing to banding carries out Decorative Construction, by arranging protected apron and protective coating on the surface of house integral structure 10, the first fixation kit 13 and the second fixation kit 14 that protrude from house integral structure 10 surface are coated in protected apron and protective coating, ensure that the good looking appearance of prefabricated building is with clean and tidy, improves construction quality and comfort level.
As better embodiment of the present invention, be connected on building lot 12 each house unit 11 completed is stacked, to stack connection house unit 11 peripheral mount fixing structure step in, following another kind of construction sequence can also be adopted:
Pre-prior to building lot 12 being symmetrical arranged two row's limited posts 131, the lower end of each limited post 131 is imbedded in building lot 12, and is connected with foundation structure;
Stack between limited post 131 and connect house unit 11, form the first interval house unit (the some layers in interval are defined as one deck, two-layer or other numbers of plies according to calculating, are designated as an interval), and connected by dry type connected mode;
Outer ring in the first interval house unit stacking connection establishes the second fixation kit 14, second fixation kit 14 is connected with the limited post 131 of the first fixation kit 13, the inside of the second fixation kit 14 forms size fit in the second spacing space of cross sectional dimensions of the first interval house unit stacking connection, completes the installation of the second fixation kit 14 of the first interval house unit stacking connection;
Between limited post 131, successively section stacks the house unit 11 connecting and be positioned at the top of first floor section house unit, and the second fixation kit 14 that each layer stacks the house unit 11 of connection is successively installed, until complete last interval house unit stack connection, form house integral structure 10, and installation stacks the second fixation kit 14 of last interval house unit of connection;
In the top of house integral structure 10, limit connector 132 is set, the two ends of limit connector 132 are fixed on and lay respectively at two limited posts 131 corresponding in two row's limited posts, the first fixation kit 13 be made up of limited post 131 and limit connector 132 is made to enclose with building lot 13 the first spacing space that height of formation adapts to house integral structure 10, thus by house integral structure 10 banding in stacking in space of being formed by the first spacing space and described second spacing interference fit.
Wherein, in practice of construction, the limited post 131 of the first fixation kit 13 can adopt the mode of successively section construction to connect spreading.
Below by reference to the accompanying drawings and embodiment to invention has been detailed description, those skilled in the art can make many variations example to the present invention according to the above description.Thus, some details in embodiment should not form limitation of the invention, the present invention by the scope that defines using appended claims as protection scope of the present invention.
Claims (10)
1. a prefabricated building construction method, is characterized in that, comprises but order is not limited to following steps:
Complete multiple house unit;
Described multiple house unit is stacked and is connected on building lot, and connected by dry type connected mode;
First fixation kit is provided, vertical banding is carried out to described multiple house unit;
Second fixation kit is provided, horizontal banding is carried out to described multiple house unit.
2. prefabricated building construction method as claimed in claim 1, is characterized in that described method is further comprising the steps:
Pre-prior to building lot being symmetrical arranged two row's limited posts, the lower end of limited post described in each is imbedded in described building lot, and is connected with foundation structure;
Stack between described limited post and connect described house unit, form house integral structure;
In the top of described house integral structure, limit connector is set, the two ends of described limit connector are fixed on and lay respectively in two row's limited posts two corresponding described limited posts, make the first fixation kit of being made up of described limited post and described limit connector and described building lot enclose the first spacing space that height of formation adapts to described house integral structure;
Outer ring in described house integral structure establishes the second fixation kit, is connected by described second fixation kit with described limited post, and the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described house integral structure.
3. prefabricated building construction method as claimed in claim 1, is characterized in that described method is further comprising the steps:
Pre-prior to building lot being symmetrical arranged two row's limited posts, the lower end of limited post described in each is imbedded in described building lot, and is connected with foundation structure;
Between described limited post, stack connection house unit, form first floor house unit, and connected by dry type connected mode;
The second fixation kit is established in the described first floor house unit pressed on ring stacking connection, described second fixation kit is connected with described limited post, the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described first floor house unit, completes the installation of the second fixation kit of the described first floor house unit stacking connection;
The house unit connecting and be positioned at the top of described first floor house unit is successively stacked between described limited post, and successively section installs the second fixation kit of the house unit stacking connection described in each interval, until complete house unit described in last interval stack connection, form house integral structure, and last interval described in installation stacks the second fixation kit of the house unit of connection;
In the top of described house integral structure, limit connector is set, the two ends of described limit connector are fixed on and lay respectively in two row's limited posts two corresponding described limited posts, make the first fixation kit of being made up of described limited post and described limit connector and described building lot enclose the first spacing space that height of formation adapts to described house integral structure.
4. prefabricated building construction method as claimed in claim 2 or claim 3, it is characterized in that: to be connected by dry type between described limit connector with described limited post or the mode of cast-in-situ concrete connects, described limit connector is prestressed cable, crossbeam or prestressed girder.
5. prefabricated building construction method as claimed in claim 4, is characterized in that, also comprise and make each house unit in advance, comprising:
Make the base plate of house unit, top board and body of wall;
Described base plate, top board and the body of wall assembling completed is formed house module;
In described house module, hydroelectric facility is installed;
In the outside of described house module, connecting elements is installed, for adjacent described house module being connected by described connecting elements.
6. prefabricated building, is characterized in that, comprising:
Multiple house unit, described multiple house unit mutually stacks and is connected to form house integral structure;
For by first fixation kit of vertical for described house integral structure banding on building lot; And
For the second fixation kit of house integral structure described in horizontal banding.
7. prefabricated building as claimed in claim 6, it is characterized in that: described first fixation kit comprises the two row's limited posts be symmetricly set on described building lot, and be connected to the limit connector that described two arrange the upper end of two described limited posts corresponding in limited posts, the lower end of each limited post described is imbedded in described building lot, and be connected with foundation structure, and between described building lot, described limited post and described limit connector, enclose the first spacing space that height of formation adapts to described house integral structure.
8. prefabricated building as claimed in claim 7, is characterized in that: described limit connector is connected by dry type with between limited post or the mode of cast-in-situ concrete connects, and described limit connector is prestressed cable, crossbeam or prestressed girder.
9. prefabricated building as claimed in claim 8, it is characterized in that: described second fixation kit connects described limited post and lateral loops is located at the outside of described house integral structure, the inside of described second fixation kit forms size fit in the second spacing space of the cross sectional dimensions of described house integral structure, described second fixation kit comprises multistage subelement section, and the two ends of described subelement section are connected with described limited post.
10. the prefabricated building according to any one of claim 6 ~ 9, it is characterized in that: described house unit is assemble by top board, base plate and body of wall the house module formed, in described house module, hydroelectric facility is installed, be connected by connecting elements between adjacent described house unit, described connecting elements is structure or the bolt fastening structure of being connected together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510203621.4A CN104818865B (en) | 2015-04-24 | 2015-04-24 | A kind of prefabricated buildings and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510203621.4A CN104818865B (en) | 2015-04-24 | 2015-04-24 | A kind of prefabricated buildings and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104818865A true CN104818865A (en) | 2015-08-05 |
| CN104818865B CN104818865B (en) | 2017-10-03 |
Family
ID=53729324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510203621.4A Active CN104818865B (en) | 2015-04-24 | 2015-04-24 | A kind of prefabricated buildings and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104818865B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882332A (en) * | 2017-11-09 | 2018-04-06 | 浙江恒盛建设集团有限公司 | The building construction method of integrated casting |
| CN111648466A (en) * | 2020-06-28 | 2020-09-11 | 湖南建工集团有限公司 | Assembled modular unit stack box-outer wrapping belt combined structure system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1193432A (en) * | 1997-09-16 | 1999-04-06 | Keiichi Hosoda | Building construction method for multistory multi-room building structure |
| JP2001049742A (en) * | 1999-08-09 | 2001-02-20 | Sekisui Chem Co Ltd | Unit building |
| CN1425096A (en) * | 2000-04-18 | 2003-06-18 | 李松衡 | Design and construction method for pre-fabricated high rise building attaching for environments and village community |
| CN101215933A (en) * | 2008-01-15 | 2008-07-09 | 马春东 | Chamber type combined light residential building |
| GB2462082A (en) * | 2008-07-21 | 2010-01-27 | Belal Mohammed Zakaria | Modular construction system |
| GB2470734A (en) * | 2009-06-02 | 2010-12-08 | Cocon Ip Dev Ltd | A stackable building module |
-
2015
- 2015-04-24 CN CN201510203621.4A patent/CN104818865B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1193432A (en) * | 1997-09-16 | 1999-04-06 | Keiichi Hosoda | Building construction method for multistory multi-room building structure |
| JP2001049742A (en) * | 1999-08-09 | 2001-02-20 | Sekisui Chem Co Ltd | Unit building |
| CN1425096A (en) * | 2000-04-18 | 2003-06-18 | 李松衡 | Design and construction method for pre-fabricated high rise building attaching for environments and village community |
| CN101215933A (en) * | 2008-01-15 | 2008-07-09 | 马春东 | Chamber type combined light residential building |
| GB2462082A (en) * | 2008-07-21 | 2010-01-27 | Belal Mohammed Zakaria | Modular construction system |
| GB2470734A (en) * | 2009-06-02 | 2010-12-08 | Cocon Ip Dev Ltd | A stackable building module |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882332A (en) * | 2017-11-09 | 2018-04-06 | 浙江恒盛建设集团有限公司 | The building construction method of integrated casting |
| CN111648466A (en) * | 2020-06-28 | 2020-09-11 | 湖南建工集团有限公司 | Assembled modular unit stack box-outer wrapping belt combined structure system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104818865B (en) | 2017-10-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204876059U (en) | Prefabricated assembled shaped steel concrete frame structure system | |
| CN104818865A (en) | Assembly building and construction method thereof | |
| CN106760139B (en) | Externally-attached modularized building structure and construction method thereof | |
| CN102611097A (en) | Flexible direct current transmission suspended type valve tower, assembly method and suspension connection structure thereof | |
| CN103590533A (en) | Sandwich type partition plate combined structure | |
| WO2016137189A1 (en) | Method for constructing concrete structure house comprising units | |
| CN203967648U (en) | Stack cable collating unit | |
| CN206498168U (en) | A kind of distribution system of high-effective multilayer structure low level equipment | |
| CN216516161U (en) | Module building system | |
| CN215829646U (en) | Box-shaped modular assembly type building unit and house building | |
| CN205296586U (en) | Special -shaped post of steel pipe concrete combination is connected to two boards of assembled | |
| CN214658135U (en) | Assembled coincide floor | |
| CN205377210U (en) | Composite cable bridge -rack | |
| KR101347155B1 (en) | Wood block for architecture | |
| CN209227781U (en) | A kind of alternating expression modular architectural structural | |
| JP3230908B2 (en) | How to build a unit building | |
| CN216720766U (en) | Building machine electric pipeline construction equipment | |
| CN212772797U (en) | BIM-based integrated assembly type system for bottom building | |
| CN212506797U (en) | Assembled steel structure frame and assembled steel structure house | |
| CN209457267U (en) | A kind of prefabricated rod structure in house | |
| CN107516860A (en) | A kind of reinforced cable bridge | |
| CN212866438U (en) | Frame construction infilled wall that reducible crackle produced | |
| CN216405727U (en) | Room component of ultra-low energy consumption integrated heat preservation assembled multi-storey house | |
| CN212743092U (en) | Building component of integrated module | |
| CN220353157U (en) | Assembled building structure assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |