CN103343573B - Can factorial praluction the quick disassembled dress of high-bearing modular building - Google Patents
Can factorial praluction the quick disassembled dress of high-bearing modular building Download PDFInfo
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- CN103343573B CN103343573B CN201310286202.2A CN201310286202A CN103343573B CN 103343573 B CN103343573 B CN 103343573B CN 201310286202 A CN201310286202 A CN 201310286202A CN 103343573 B CN103343573 B CN 103343573B
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Abstract
The present invention relates to modular building, especially a kind of can the modular building of the quick disassembled dress of high-bearing of factorial praluction, comprise body of wall and the roof of masonry composition, partly or entirely being formed with body of wall integrally of roof; Wherein: the part or all of of described masonry is formed by module assembled, the part of module in this masonry or whole inside modules have reinforcement structural member; Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member that position is corresponding between adjacent block between adjacent block in described masonry.The advantage that the present invention has due to described structure is: improve load, improve water proofing property, improve construction precision, improve construction speed, reduce energy consumption and reduce building costs.
Description
Technical field
The present invention relates to modular building, specifically a kind of improve load, improve water proofing property, improve construction precision, improve construction speed, reduce energy consumption and reduce building costs can factorial praluction the quick disassembled dress of high-bearing modular building.
Background technology
Current building is main mode of construction mainly with steel concrete greatly, and its construction period is quite long, and human cost and fund cost are run higher.Residential conception and the inhabitation mode of thinking of people are firmly fettered by this pattern.
For solving the problem, in worldwide, there is modular building in the some areas such as Korea S, Japan.This modular building is carried out ordered fabrication with modular form thus is formed a complete Form of Shell Roofing.The material of main part of this building is that primary raw material is manufactured by a series of processing technologys such as prefoam, mold injection, slakings with expandable poly-styrene.Carry out ordered fabrication by design at the scene, by the mutual occlusion between module, play glue, blowing agent filling, and then the housing building that formation one is complete.
The dome type structure that Chinese patent 200780048278.4 is announced is exactly a kind of modular assembly type building structure, and this structure effectively achieves rapid-assembling Sum decomposition, and load diatibution is even, changes inner structure size.During the assembling of this structure, be carry out ordered fabrication by design at the scene, by the mutual occlusion between module, play glue, blowing agent filling, and then the Form of Shell Roofing that formation one is complete.
But in use, there is following problem in the modular building of this dome type structure and prior art:
1, the connection between module be by module between occlusion tongue and groove overlap joint form, form a closed structure and just can play overall anastomosis, utilize bonding agent or foam filled dose to carry out adhering and sealing, form a complete housing.In connection process, do not have guide-localization function, for ensureing that module can be installed smoothly, the assemblage gap of its adjacent block is larger.If it is the accurate location being difficult to accomplish between module that neither one connects benchmark accurately, current construction needs to utilize series installation aid (as: belt tensioner, support column etc.) just can complete basic structure and installs, especially in the size calibration step waste more time.Namely virtually extend construction period and add building costs.
2, because can expanded polystyrene material to belong to foamed material self mechanical property etc. relatively poor, module assemblage gap is comparatively large, and after installation is complete owing to being subject to extraneous effect, relative shift or distortion can occur module, causes reparation difficulty of getting up larger.So after calibration, must ensure that overall stability takes necessary protection as possible, thus produce the waste of manpower and materials to a certain extent.Even if after dismounting, because deformation also cannot reuse, therefore energy consumption is relatively large.
3, the vertical metope of the modular building of said structure and prior art is all 3 modules one group, and order layering is connected to form a Form of Shell Roofing successively.This connection form is showing that through checking computations repeatedly and test, in snow load situation, the junction between module is the position that stress is comparatively concentrated, and the connection of this form in the completed, and binding site is all circumferentially contour.This position, place just utilizes module self to be engaged tongue and groove and bonding agent, foam filled dose be sticked together.The poor superiority not possessing the anti-snow load ability of traditional architecture of its rigidity.Namely anti-shearing force is poor, and load resistant power is low.
4, prior art or enforcement product do not possess functional waterproof, and its water-proof function is that mortar coating works.If when mortar cracking or breakage, its block combiner does not possess water-proof function, can cause a large amount of ponding in shell space, does not meet modern house norm of construction and national standard.Namely water resistance is poor.
In sum, the modular floor decoration of prior art is low, water proofing property is poor, construction precision is low, construction speed is slow, energy consumption is large and building costs is high.
Summary of the invention
The object of this invention is to provide a kind of improve load, improve water proofing property, improve construction precision, improve construction speed, reduce energy consumption and reduce building costs can factorial praluction the quick disassembled dress of high-bearing modular building.
The technical scheme adopted for realizing above-mentioned purpose of the present invention is: a kind of can the modular building of the quick disassembled dress of high-bearing of factorial praluction, comprise body of wall and the roof of masonry composition, partly or entirely being formed with body of wall integrally of roof; Wherein:
The part or all of of described masonry is formed by module assembled, and the part of module in this masonry or all inside modules have reinforcement structural member;
Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member that position is corresponding between adjacent block between adjacent block in described masonry.
Due to said structure, module of the present invention in the factory according to design size large-scale production, and has the reinforcement structural member improving bearing capacity in module, the building load resistant power become by module assembled is significantly promoted, handling also can not cause deformation, reduce energy consumption, reduce building costs.
Accompanying drawing explanation
The nonlimiting examples that the present invention can be provided by accompanying drawing further illustrates.
Fig. 1 is structural representation of the present invention.
Fig. 2 is the structural representation that reinforcement structural member of the present invention is coupled to each other the stressed net muscle of rear formation.
Fig. 3 is the structural representation that module inner surface of the present invention or external surface are projected as quadrangle.
Fig. 4 is that module inner surface of the present invention or external surface are projected as leg-of-mutton structural representation.
Fig. 5 is the structural representation of the present invention two to cutting ferrule.
Fig. 6 be in module of the present invention four-way cutting ferrule with strengthen structural member connect after structural representation.
Fig. 7 is the structural representation will strengthened in module after structural member connection to cutting ferrule by two between module of the present invention.
Fig. 8 is the structural representation of union of the present invention.
Fig. 9 is the structural representation that the reinforcement structural member between module connects by union of the present invention.
Figure 10 is the structural representation after longitudinally connecting between module of the present invention.
Figure 11 is the structural representation at the rhone place that the longitudinal external surface of heavy stand of module of the present invention is arranged, i.e. A place structure for amplifying schematic diagram in Fig. 3.
Figure 12 is the structural representation that the side of module in the masonry on roof above body of wall of the present invention has rhone place, i.e. B place structure for amplifying schematic diagram in Fig. 4.
In figure: 1, module; 2, structural member is strengthened; 3, cutting ferrule; 4, guide ledges; 5, direction recess; 6, cutting ferrule raised line; 7, cutting ferrule groove; 8, connector; 9, trip bolt.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described:
See accompanying drawing 1 to 12, a kind of can the modular building of the quick disassembled dress of high-bearing of factorial praluction, comprise body of wall and the roof of masonry composition, partly or entirely being formed with body of wall integrally of roof; Wherein:
The part or all of of described masonry is assembled by module 1, and the part of module 1 in this masonry or all module 1 inside have the reinforcement structural member 2 improving bearing capacity;
Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member 2 that position is corresponding between adjacent block 1 between adjacent block 1 in described masonry.In this embodiment, module 1 is in the factory according to design size large-scale production, during actual assembled building, module is transported to building site and carry out assembling construction, owing to having the reinforcement structural member 2 improving bearing capacity in module 1, the building load resistant power be assembled into by module 1 is significantly promoted, handling also can not cause deformation, again to utilize, reduce energy consumption, reduce building costs.Further, in this embodiment, roof can be assembled into smooth outward appearance.In this embodiment, for improving the quality of building further, the outside or inside surface of building can arrange screed.Specifically: inside is compounded with the module 1 strengthening structural member 2 can promote more than three times than the force intensity that is subject to of homogenous material module, and does not need the thickness and the density that increase body of wall.
For making the building of assembling, there is multilayer, the life of convenient people, in above-described embodiment, preferably: in described body of wall, be provided with flooring, the inner chamber of body of wall is divided into multilayer and forms multistory building by flooring, this flooring is made up of masonry, and the part or all of of this masonry is assembled by module 1, and the part of module 1 in this masonry or all module 1 inside have the reinforcement structural member 2 improving bearing capacity;
Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member 2 that position is corresponding between adjacent block 1 between adjacent block 1 in described masonry.
For ease of the Shape Modelling of building, in above-described embodiment, preferably: described module 1 is EPS expanded material and the pattern complex strengthening structural member 2, and the inner surface of this module 1 and external surface are that plane is or/and curved surface.
For making building easy to assembly and firm, in above-described embodiment, preferably: in described masonry, a part has the module 1 strengthening structural member 2 and do not have with another part module 1(is namely inner the module 1 strengthening structural member 2) connected by connector, connector with have strengthens reinforcement structural member in the module 1 of structural member 22 fixing after directly inserts in the groove that another part module 1 presets, realize having the module 1 of reinforcement structural member 2 and the rapid-assembling of another part module 1 and be firmly connected.Connector described in this embodiment can be market products, also can be following union or cutting ferrule 3, described connector, union or cutting ferrule 3 is exactly after one end is fixedly connected with the reinforcement structural member 2 in module 1 in fact, and one end inner does not have the groove tight fit connection strengthened in the module 1 of structural member 2 with being preset in addition.Described connector, union or cutting ferrule 3 directly inserts in the inner default chain female connector do not had in the module 1 strengthening structural member 2 and arrives location and fastening function; Need dismounting time direct drawing just can, can general utility tool be used for large load member, bayonet socket place be pried open and then extracts, realize quick-detachment.
For ease of quick despatch module 1, improve construction precision, in above-described embodiment, preferably: have in described masonry strengthen structural member 2 module 1 between be coupled to each other by connector integral.In this embodiment, connector can be market products, also can union as described below or cutting ferrule 3.
Pre-buried precision during for ensureing to strengthen in module the stability of structural member 2 and making module 1, in above-described embodiment, preferably: described reinforcement structural member 2 be body or section bar channel-section steel, between body or crisscrossly between section bar channel-section steel be arranged on module 1 inside;
Each body is coupled to each other integral by union by the contact place between body;
Or each section bar channel-section steel is coupled to each other integral by cutting ferrule 3 by the contact place between section bar channel-section steel.In this embodiment, described union adopts market products, and cutting ferrule 3 can adopt the connecting sleeve of junction between lightgage steel joist in Integral ceiling, and this connecting sleeve adopts the four-way or two of market sale to connection dop.
For avoiding repeating construction, reduce construction cost, in above-described embodiment, preferably: between described body or between section bar channel-section steel crisscross be arranged on module 1 inside after, be coupled to each other between module 1 after being integrally formed masonry and be assembled into building, in the body in this building or section bar channel-section steel, be embedded with water, electricity and gas pipeline.
For improving construction precision and construction speed, in above-described embodiment, preferably: described cutting ferrule 3 is box-like, at least one group of cutting ferrule 3 relative sidewall is provided with the square hole penetrated for section bar channel-section steel, diapire in cutting ferrule 3, or/and roof is provided with cutting ferrule raised line 6, is provided with the cutting ferrule groove 7 mated with cutting ferrule raised line 6 in the termination of section bar channel-section steel.Be two to cutting ferrule when the sidewall that a group at cutting ferrule 3 is relative being provided with the square hole penetrated for section bar channel-section steel, two are used for the connection between module to cutting ferrule; Be four-way cutting ferrule when the sidewall that two groups at cutting ferrule 3 are relative being provided with the square hole penetrated for section bar channel-section steel, four-way cutting ferrule is used for strengthening structural member 2(and section bar channel-section steel in module) connection.
In above-described embodiment, preferably: described union comprises two pieces of connectors 8, these two pieces of connectors 8 all with strengthen being fixed as one by trip bolt 9 after the tube wall of structural member 2 and body end face are close to, realize to inside have strengthen structural member 2 module 1 between be fixedly connected with.
For improving the steadiness of junction further, in above-described embodiment, preferably: between described connector 8 and the body strengthening structural member 2, pass through screw fastening.
For improving aesthetic property and the construction precision of building, in above-described embodiment, preferably: in described masonry, the inner surface of module 1 or outer surface plane projection profile are that quadrangle is or/and triangle;
At inner surface or outer surface plane projection profile be the module 1 of quadrangle an adjacent side on be provided with guide ledges 4, another adjacent side of this module 1 is provided with the direction recess 5 mated with guide ledges 4;
At inner surface or outer surface plane projection profile be leg-of-mutton module 1 base on be provided with another direction recess 5, the dual-side of this module 1 is provided with another guide ledges 4 and a direction recess 5 again.In this embodiment, each side of module 1 is arranged simultaneously guide ledges 4 and the direction recess 5 that matches makes the connection between module more firm.
For improving construction precision further, in above-described embodiment, preferably: described guide ledges 4 has small pattern draft, the installation be convenient between module 1 connects.
For improving water proofing property, in above-described embodiment, preferably: on described body of wall, in masonry, the base of module 1 is provided with three steps, these three steps are reduced to external surface successively by the inner surface of module 1, and each step surface outwards has certain gradient, ensure that body of wall is met rain face and to be guided rainwater in the longitudinal junction of module and not anti-channeling with this;
On described body of wall, in masonry, at least one side of module 1 transversely has heavy stand, this heavy stand makes the projection of the external surface of module 1 be less than inner surface projection, the longitudinal external surface of heavy stand is provided with at least one rhone, in horizontal integration place, there is certain interval between module 1, absorption causes rainwater anti-channeling in module junction to avoid rainwater, ensures that body of wall is met rain face and to be guided rainwater and not anti-channeling in module horizontal integration place with this.In this embodiment, even if screed breaks, rainwater also can not flow in building, effectively improves water proofing property.In this embodiment: effective matched combined of three steps arranged by the base of described module 1, first step implements location and stressed decomposition, second step coordinates with third generation valency and realizes water-proof function, the own uniform force of masonry that the module 1 of this structure is assembled into and have water proofing property.
For improving house class buildings waterproof further, in above-described embodiment, preferably: above described body of wall roof masonry in the side of module 1 there is rhone, in this rhone horizontal lower end height and body of wall top surrounding masonry, the rhone upper end level height of module 1 is fitted, and its end is arranged in directly over the rhone center line of body of wall top surrounding masonry module 1 just, drain into ground with the rainwater on now roof with body of wall.
For ease of handling, in above-described embodiment, preferably: be connected with the cast ground bolt on ground bottom described body of wall.
For strengthening the aesthetic property of building, in above-described embodiment, preferably: in the masonry on described roof, module 1 is hyperboloid, make to form arc roof or landscape integration after mutual assembling between module 1.In this embodiment, the building roof employing inner surface of the overwhelming majority and external surface are the module 1 of curved surface, roof is made to form dome moulding (dome moulding is arc roof or landscape integration), dome moulding building than pitched roof or flat roof stressed more reasonable, except minimizing wind is loaded with except lotus, at least save the material usage of 30% when arriving same shock resistance, wind resistance, anti-snow load.
Anti-carry power for improving further, in above-described embodiment, preferably: in described masonry, module 1 is dislocated and connected to each other, the wall stress that masonry is assembled into is evenly distributed, time body of wall form shear wall.
For strengthening stability further, in above-described embodiment, preferably: in described masonry, horizontal adjacent block 1 is dislocated and connected to each other at reinforcement structural member 2 place of correspondence, the reinforcement structural member 2 after being coupled to each other is made to form the stressed net muscle of uniform force.
In described all embodiments, strengthen structural member 2 when be section bar channel-section steel, adopt two to and four-way cutting ferrule 3 realize between module 1 connection, when reinforcement structural member 2 is body, adopt above-mentioned union to connect.
Obviously, all embodiments of foregoing description are a part of embodiments of the present invention, instead of whole embodiments.Based on embodiments of the invention, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the category of the present invention's protection.
In sum, invention increases load, improve water proofing property, improve construction precision, improve construction speed, reduce energy consumption and reduce building costs.
Claims (17)
1. one kind can the modular building of the quick disassembled dress of high-bearing of factorial praluction, comprise body of wall and the roof of masonry composition, partly or entirely being formed with body of wall integrally of roof; It is characterized in that:
The part or all of of described masonry is assembled by module (1), and the part of module (1) in this masonry or all module (1) inside have the reinforcement structural member (2) improving bearing capacity;
Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member (2) that position is corresponding between adjacent block (1) between adjacent block (1) in described masonry;
Described reinforcement structural member (2) is body or section bar channel-section steel, and crisscross between body or between section bar channel-section steel to be arranged on module (1) inner;
Each body is coupled to each other integral by union by the contact place between body;
Or each section bar channel-section steel is coupled to each other integral by cutting ferrule (3) by the contact place between section bar channel-section steel;
Described cutting ferrule (3) is for box-like, at least one group of cutting ferrule (3) relative sidewall is provided with the square hole penetrated for section bar channel-section steel, at the interior diapire of cutting ferrule (3) or/and roof is provided with cutting ferrule raised line (6), be provided with the cutting ferrule groove (7) mated with cutting ferrule raised line (6) in the termination of section bar channel-section steel.
2. according to claim 1 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: in described body of wall, be provided with flooring, the inner chamber of body of wall is divided into multilayer and forms multistory building by flooring, this flooring is made up of masonry, the part or all of of this masonry is assembled by module (1), and the part of module (1) in this masonry or all module (1) inside have the reinforcement structural member (2) improving bearing capacity;
Detachable connection is adopted, or/and adopt detachable connection by the reinforcement structural member (2) that position is corresponding between adjacent block (1) between adjacent block (1) in described masonry.
3. according to claim 1 and 2 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: described module (1) is EPS expanded material and the pattern complex strengthening structural member (2), and the inner surface of this module (1) and external surface are that plane is or/and curved surface.
4. according to claim 1 and 2 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: in described masonry, a part of module 1 with reinforcement structural member 2 is connected by connector with another part module 1, connector with have strengthens reinforcement structural member in the module 1 of structural member 22 fixing after directly inserts in the groove that another part module 1 presets, realize having the module 1 of reinforcement structural member 2 and the rapid-assembling of another part module 1 and be firmly connected.
5. according to claim 1 and 2 can the modular building of the quick disassembled dress of high-bearing of factorial praluction, it is characterized in that: be coupled to each other integral between the module (1) in described masonry with reinforcement structural member (2) by connector.
6. according to claim 1 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: between described body or between section bar channel-section steel crisscross be arranged on module (1) inside after, be coupled to each other between module (1) after being integrally formed masonry and be assembled into building, in the body in this building or section bar channel-section steel, be embedded with water, electricity and gas pipeline.
7. according to claim 1 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: described union comprises two pieces of connectors (8), these two pieces of connectors (8) are fixed as one by trip bolt (9) after being all close to the tube wall and body end face of strengthening structural member (2), being fixedly connected with between the module (1) realizing having reinforcement structural member (2) to inside.
8. according to claim 1 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: described connector (8) with reinforcement structural member (2) body between pass through screw fastening.
9. according to claim 1 and 2 can the modular building of the quick disassembled dress of high-bearing of factorial praluction, it is characterized in that: in described masonry, the inner surface of module (1) or outer surface plane projection profile are that quadrangle is or/and triangle;
At inner surface or outer surface plane projection profile be the module (1) of quadrangle an adjacent side on be provided with guide ledges (4), another adjacent side of this module (1) is provided with the direction recess (5) mated with guide ledges (4);
At inner surface or outer surface plane projection profile be leg-of-mutton module (1) base on be provided with another direction recess (5), the dual-side of this module (1) is provided with another guide ledges (4) and a direction recess (5) again.
10. according to claim 1 and 2 can the modular building of the quick disassembled dress of high-bearing of factorial praluction, it is characterized in that: in described masonry, the inner surface of module (1) or outer surface plane projection profile are that quadrangle is or/and triangle;
The side of this module (1) has guide ledges (4) and direction recess (5), and described guide ledges (4) is mated with direction recess (5).
11. according to claim 10 can the modular building of the quick disassembled dress of high-bearing of factorial praluction, it is characterized in that: (4) have small pattern draft to described guide ledges, be convenient to installation between module (1) and connect.
12. according to claim 1 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: on described body of wall, in masonry, the base of module (1) is provided with three steps, these three steps are reduced to external surface successively by the inner surface of module (1), and each step surface outwards has certain gradient, ensure that body of wall is met rain face and to be guided rainwater in the longitudinal junction of module and not anti-channeling with this;
On described body of wall, in masonry, at least one side of module (1) transversely has heavy stand, this heavy stand makes the projection of the external surface of module (1) be less than inner surface projection, the longitudinal external surface of heavy stand is provided with at least one rhone, module has certain interval in horizontal integration place between (1), absorption causes rainwater anti-channeling in module junction to avoid rainwater, ensures that body of wall is met rain face and to be guided rainwater and not anti-channeling in module horizontal integration place with this.
13. according to claim 12 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: above described body of wall roof masonry in the side of module (1) there is rhone, in this rhone horizontal lower end height and body of wall top surrounding masonry, the rhone upper end level height of module (1) is fitted, and its end is arranged in directly over the rhone center line at body of wall top surrounding masonry module (1) just, drain into ground with the rainwater on now roof with body of wall.
14. according to one of claim 1,2,13 Suo Shu can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: be connected with the cast ground bolt on ground bottom described body of wall.
15. according to claim 1 or 13 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: in the masonry on described roof, module (1) is hyperboloid, make mutually to assemble rear formation arc roof or landscape integration between module (1).
16. according to claim 1 and 2 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: in described masonry, module (1) is dislocated and connected to each other, the wall stress that masonry is assembled into is evenly distributed, and makes body of wall form shear wall.
17. according to claim 16 can factorial praluction the quick disassembled dress of high-bearing modular building, it is characterized in that: in described masonry, horizontal adjacent block (1) is dislocated and connected to each other at reinforcement structural member (2) place of correspondence, make the reinforcement structural member (2) after being coupled to each other form the stressed net muscle of uniform force.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310286202.2A CN103343573B (en) | 2013-07-09 | 2013-07-09 | Can factorial praluction the quick disassembled dress of high-bearing modular building |
| PCT/CN2014/081602 WO2015003575A1 (en) | 2013-07-09 | 2014-07-03 | Modular building with high bearing performance and capable of being produced in industrialized manner and assembled and disassembled rapidly |
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| CN201310286202.2A CN103343573B (en) | 2013-07-09 | 2013-07-09 | Can factorial praluction the quick disassembled dress of high-bearing modular building |
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| CN103343573B true CN103343573B (en) | 2015-08-19 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2015003576A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发（重庆）有限公司 | Building block with high load bearing capacity and capable of being assembled and disassembled rapidly, manufacturing method thereof, and building construction method |
| WO2015003575A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发（重庆）有限公司 | Modular building with high bearing performance and capable of being produced in industrialized manner and assembled and disassembled rapidly |
| CN107476601B (en) * | 2017-03-30 | 2019-05-28 | 成都牛之之牛智能科技有限公司 | Intelligent ecological low-carbon module combined type cave dwelling paulin room |
| CN207522936U (en) * | 2017-08-21 | 2018-06-22 | 温岭市旭日滚塑科技有限公司 | A kind of rotational moulding housing |
| CN113062454B (en) * | 2021-03-30 | 2022-12-06 | 山西宏厚装配式建筑科技发展有限公司 | Steel structure beam column frame assembling type process |
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| CN201155148Y (en) * | 2008-02-15 | 2008-11-26 | 胡楚敏 | Mobile type planetarium multimedia dome demonstration hall |
| CN102149878A (en) * | 2008-08-08 | 2011-08-10 | D·诺布尔 | Inhabitable space frames |
| CN201326219Y (en) * | 2008-10-11 | 2009-10-14 | 黄昆 | Modularized building structure |
| ES2374467A1 (en) * | 2010-04-30 | 2012-02-17 | CORPUS CONSULTING & SERVICES, S.L. | Building process of housing or modular buildings with prefabricated panels. (Machine-translation by Google Translate, not legally binding) |
| CN201924619U (en) * | 2010-12-15 | 2011-08-10 | 夏冰 | Detachable 360 DEG dome theatre |
| CN102444206A (en) * | 2011-08-29 | 2012-05-09 | 黄旭华 | Prefabricated modular building supporting overlapping and combination |
| CN202509626U (en) * | 2012-02-13 | 2012-10-31 | 北京东方昊为工业装备有限公司 | Modularized house body structure |
| CN103161221A (en) * | 2013-03-07 | 2013-06-19 | 张家港市海星集装箱制造有限公司 | Modularization simply building |
| CN203475605U (en) * | 2013-07-09 | 2014-03-12 | 普帝龙绿色建筑研发（重庆）有限公司 | High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled |
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| CN103343573A (en) | 2013-10-09 |
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