CN203475605U - High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled - Google Patents
High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled Download PDFInfo
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- CN203475605U CN203475605U CN201320405765.4U CN201320405765U CN203475605U CN 203475605 U CN203475605 U CN 203475605U CN 201320405765 U CN201320405765 U CN 201320405765U CN 203475605 U CN203475605 U CN 203475605U
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Abstract
The utility model relates to modular buildings, in particular to a high-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled. The modular building comprises a wall and a roof which are respectively formed by brickworks, wherein part or all of the roof and the wall are formed into a whole, part or all of the brickworks are formed by assembling modules, reinforcing structural parts are respectively arranged in part or all of the modules in the brickworks; the adjacent modules in the brickworks are connected detachably, or/and the adjacent modules are connected detachably through the reinforcing structural parts which correspond in position. By adopting a structure adopted by the modular building, the modular building has the advantages that the bearing performance, the waterproofness, the construction precision and the construction progress are improved, and the energy consumption and the building cost are reduced.
Description
Technical field
The utility model relates to modular building, specifically a kind ofly improves load, improves water proofing property, improves construction precision, improves construction speed, reduces energy consumption and reduces the modular building of the quick disassembled dress of high-bearing of can batch production producing of building costs.
Background technology
Building is main mode of construction mainly with steel concrete greatly at present, and its construction period is quite long, and human cost and fund cost operation are higher.People's residential conception and the inhabitation mode of thinking are firmly fettered by this pattern.
For addressing the above problem, in some areas such as worldwide Nei， Korea S, Japan, there is modular building.Thereby this modular building is carried out ordered fabrication with modular form and is formed a complete Form of Shell Roofing.The material of main part of this building be take expandable poly-styrene and by a series of processing technologys such as prefoam, mold injection, slakings, is manufactured as primary raw material.By design, carry out ordered fabrication at the scene, by the mutual interlock between module, play glue, blowing agent is filled, and then forms a complete housing building.
The dome type structure that Chinese patent 200780048278.4 is announced is exactly a kind of modular assembly type building structure, and this structure has effectively realized rapid-assembling and decomposition, and load is evenly distributed, and changes inner structure size.During the assembling of this structure, be by design, to carry out ordered fabrication at the scene, by the mutual interlock between module, play glue, blowing agent is filled, and then forms a complete Form of Shell Roofing.
But in use, there is following problem in the modular of this dome type structure and prior art building:
1, the connection between module is that interlock tongue and groove overlap joint by between module forms, and the structure that forms a sealing just can play whole anastomosis, utilizes bonding agent or foam filled dose to carry out adhering and sealing, forms a complete housing.In connection process, there is no guide-localization function, for assurance module, can install smoothly, the assemblage gap of its adjacent block is larger.If it is to be difficult to accomplish the accurate location between module that neither one connects benchmark accurately, construction at present need to utilize series installation aid (as: belt tensioner, support column etc.) just can complete basic structure and install, and especially in size calibration step, wastes the more time.Virtually extend construction period and increased building costs.
2, relatively poor because can expanded polystyrene material belong to foamed material self mechanical property etc., module assemblage gap is larger, and after installation, owing to being subject to extraneous effect, relative shift or distortion can occur module, causes repairing difficulty larger.So must guarantee as possible that whole stability takes necessary protection after calibration, thereby produce to a certain extent the waste of manpower and materials.Even after dismounting, because deformation also cannot reuse, so energy consumption is relatively large.
3, the vertical metope of the modular of said structure and prior art building is all one group of 3 module, and order layering is connected to form a Form of Shell Roofing successively.This connection form shows in snow load situation in the checking computations through repeatedly and test, and the junction between module is the comparatively concentrated position of stress, and after being connected in of this form, binding site is all on contour circumference.This position, place just utilizes module self interlock tongue and groove and bonding agent, foam filled dose be sticked together.The poor superiority that does not possess the anti-snow load ability of traditional architecture of its rigidity.Be that anti-shearing force is poor, load resistant power is low.
4, prior art scheme or enforcement product do not possess functional waterproof, and its water-proof function is that mortar coating works.If the in the situation that of mortar cracking or breakage, its module combination does not possess water-proof function, in shell space, can cause a large amount of ponding, does not meet modern house norm of construction and national standard.Be that 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 purpose of this utility model is to provide and a kind ofly improves load, improves water proofing property, improves construction precision, improves construction speed, reduces energy consumption and reduce the modular building of the quick disassembled dress of high-bearing of can batch production producing of building costs.
For realizing the technical scheme that the utility model above-mentioned purpose adopts, be: a kind of modular building of the quick disassembled dress of high-bearing of can batch production producing, comprise body of wall and roof that masonry forms, roof partly or entirely with body of wall formation one; Wherein:
Partly or entirely being formed by module assembled of described masonry, the part of module in this masonry or all inside modules have reinforcement structural member;
Between adjacent block in described masonry, adopt detachable connection, or/and adopt detachable connection by reinforcement structural member corresponding to position between adjacent block.
Due to said structure, module of the present utility model in factory according to design size large-scale production, and in module, there is the reinforcement structural member that improves bearing capacity, the building load resistant power being become by module assembled is significantly promoted, handling can not cause deformation yet, reduce energy consumption, reduced building costs.
Accompanying drawing explanation
The non-limiting embodiment that the utility model can provide by accompanying drawing further illustrates.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation that reinforcement structural member of the present utility model is coupled to each other the stressed net muscle of rear formation.
Fig. 3 is that the utility model module inner surface or external surface are projected as tetragonal structural representation.
Fig. 4 is that the utility model module inner surface or external surface are projected as leg-of-mutton structural representation.
Fig. 5 is that the utility model two is to the structural representation of cutting ferrule.
Fig. 6 is four-way cutting ferrule and the structural representation of strengthening after structural member connects in the utility model module.
Fig. 7 be between the utility model module by two to cutting ferrule by the structural representation after strengthening structural member in module and connecting.
Fig. 8 is the structural representation of the utility model union.
Fig. 9 is the structural representation that the utility model union connects the reinforcement structural member between module.
Figure 10 is the structural representation after longitudinally connecting between the utility model module.
Figure 11 is the structural representation at the rhone place of the longitudinal external surface setting of the heavy stand of the utility model module, i.e. A place structure for amplifying schematic diagram in Fig. 3.
Figure 12 is the structural representation that in the masonry on roof, the utility model body of wall top, the side of module has rhone place, i.e. B place structure for amplifying schematic diagram in Fig. 4.
In figure: 1, module; 2, strengthen structural member; 3, cutting ferrule; 4, guide ledges; 5, direction recess; 6, cutting ferrule raised line; 7, cutting ferrule groove; 8, connector; 9, trip bolt.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Referring to accompanying drawing 1 to 12, a kind of modular building of the quick disassembled dress of high-bearing of can batch production producing, comprises body of wall and roof that masonry forms, roof partly or entirely with body of wall formation one; Wherein:
Partly or entirely being assembled by module 1 of described masonry, the part of module 1 in this masonry or all module 1 inside have the reinforcement structural member 2 that improves bearing capacity;
Between adjacent block 1 in described masonry, adopt detachable connection, or/and adopt detachable connection by reinforcement structural member 2 corresponding to position between adjacent block 1.In this embodiment, module 1 in factory according to design size large-scale production, during actual assembled building, transport module to building site and assemble construction, owing to thering is the reinforcement structural member 2 that improves bearing capacity in module 1, the building load resistant power being assembled into by module 1 is significantly promoted, handling can not cause deformation yet, to again utilize, reduced energy consumption, reduced building costs.And in this embodiment, roof can be assembled into smooth outward appearance.In this embodiment, for further improving the quality of building, the outside or inner surface of building can arrange screed.Particularly: the module 1 that inside is compounded with reinforcement structural member 2 can promote more than three times than the force intensity that is subject to of homogenous material module, do not need to increase thickness and the density of body of wall.
For making the building of assembling there is multilayer, convenient people's life, in above-described embodiment, preferably: in described body of wall, be provided with flooring, flooring is divided into multilayer by the inner chamber of body of wall and forms multistory building, this flooring is comprised of masonry, partly or entirely being assembled by module 1 of this masonry, and the part of module 1 in this masonry or all modules 1 inside have the reinforcement structural member 2 that improves bearing capacity;
Between adjacent block 1 in described masonry, adopt detachable connection, or/and adopt detachable connection by reinforcement structural member 2 corresponding to position between adjacent block 1.
For ease of the Shape Modelling of building, in above-described embodiment, preferably: described module 1 is EPS expanded material and the pattern complex of strengthening structural member 2, and the inner surface of this module 1 and external surface are plane or/and curved surface.
Easy to assembly and firm for making to build, in above-described embodiment, preferably: in described masonry, a part of module 1 with reinforcement structural member 2 does not have the module 1 of strengthening structural member 2 in inside with another part module 1() by connector, connect, connector directly inserts in the default groove of another part module 1 after fixing with having reinforcement structural member 2 in the module 1 of strengthening structural member 2, realizes having the module 1 of structural member 2 of reinforcement and the rapid-assembling of another part module 1 and being firmly connected.Connector described in this embodiment can be market sale product, also can be following union or cutting ferrule 3, described connector, union or cutting ferrule 3 are exactly one end with after reinforcement structural member 2 in module 1 is fixedly connected with in fact, in addition one end be preset in the inner groove tight fit connection not having in the module 1 of strengthening structural member 2.Described connector, union or cutting ferrule 3 directly insert in the inner default chain female connector not having in the module 1 of strengthening structural member 2 and arrive location and fastening function; In the time of need to dismantling direct drawing just can, for large load member, can use general utility tool, then bayonet socket place is pried open and is extracted, realize quick-detachment.
For ease of quick handling module 1, improve construction precision, in above-described embodiment, preferably: have in described masonry between the module 1 of strengthening structural member 2 and be coupled to each other and be integral by connector.In this embodiment, connector can be market sale product, also can union as described below or cutting ferrule 3.
Pre-buried precision when guaranteeing to strengthen the stability of structural member 2 in module and to make module 1, in above-described embodiment, preferably: described reinforcement structural member 2 is body or section bar channel-section steel, crisscross module 1 inside that is arranged between body or between section bar channel-section steel;
Contact place between body is coupled to each other each body to be integral by union;
Or the contact place between section bar channel-section steel is coupled to each other each section bar channel-section steel to be integral by cutting ferrule 3.In this embodiment, described union adopts market sale product, and cutting ferrule 3 can adopt in Integral ceiling the connecting sleeve of junction between lightgage steel joist, and this connecting sleeve adopts the four-way or two of market sale to connecting dop.
For avoiding repeating construction, reduce construction cost, in above-described embodiment, preferably: crisscross being arranged on behind module 1 inside between described body or between section bar channel-section steel, between module 1, be coupled to each other 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, on at least one group of cutting ferrule 3 relative sidewall, be provided with the square hole penetrating 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, in the termination of section bar channel-section steel, be provided with the cutting ferrule groove 7 mating with cutting ferrule raised line 6.When being provided with the square hole penetrating for section bar channel-section steel on one group of cutting ferrule 3 relative sidewall, be two to cutting ferrule, two to cutting ferrule for the connection between module; When being provided with the square hole penetrating for section bar channel-section steel on two groups of cutting ferrule 3 relative sidewalls, be four-way cutting ferrule, four-way cutting ferrule is section bar channel-section steel for strengthening structural member 2(in module) connection.
In above-described embodiment, preferably: described union comprises two connectors 8, these two connectors 8 all with strengthen after the tube wall of structural member 2 and body end face are close to being fixed as one by trip bolt 9, realize inside had to being fixedly connected with between the module 1 of strengthening structural member 2.
For further improving the steadiness of junction, in above-described embodiment, preferably: pass through screw fastening between described connector 8 and the body of reinforcement structural member 2.
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;
In inner surface or outer surface plane projection profile, be to be provided with guide ledges 4 in an adjacent side of tetragonal module 1, in another adjacent side of this module 1, be provided with the direction recess 5 mating with guide ledges 4;
In inner surface or outer surface plane projection profile, be to be provided with another direction recess 5 on the base of leg-of-mutton module 1, on the dual-side of this module 1, be provided with another guide ledges 4 and a direction recess 5 again.In this embodiment, on each side of module 1, guide ledges 4 is set simultaneously and the direction recess 5 that matches makes the connection between module more firm.
For further improving construction precision, in above-described embodiment, preferably: have small pattern draft in described guide ledges 4, the installation of being convenient to 1 of module 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 successively by inner surface to the external surface of module 1, and each step surface outwards has certain gradient, with this, guarantee that body of wall meets that rain face guides rainwater in the longitudinal junction of module and anti-channeling not;
On described body of wall, in masonry, at least one side of module 1 transversely has heavy stand, this heavy stand makes the external surface projection of module 1 be less than inner surface projection, at the longitudinal external surface of heavy stand, be provided with at least one rhone, between module 1, in horizontal integration place, there is certain interval, avoid rainwater to cause rainwater anti-channeling in module junction absorption, with this, guarantee that body of wall meets that rain face guides rainwater in module horizontal integration place and anti-channeling not.In this embodiment, even if screed breaks, rainwater can not flow in building yet, effectively improves water proofing property.In this embodiment: effective matched combined of three steps that the base by described module 1 arranges, first step is implemented location and stressed decomposition, second step coordinates and realizes water-proof function with third generation valency, and masonry itself that the module 1 of this structure is assembled into is stressed evenly and have a water proofing property.
For further improving house class buildings waterproof, in above-described embodiment, preferably: in the masonry on roof, described body of wall top, the side of module 1 has rhone, the rhone upper end level height laminating of module 1 in this rhone horizontal lower end height and body of wall top surrounding masonry, and its end is arranged in directly over the rhone center line of body of wall top surrounding masonry module 1 just, with the rainwater on roof now, with body of wall, drain into ground.
For ease of handling, in above-described embodiment, preferably: described body of wall bottom is connected with the cast ground bolt on ground.
For strengthening the aesthetic property of building, in above-described embodiment, preferably: in the masonry on described roof, module 1 is hyperboloid, make mutually after assembling, to form arc roof or waveform roof between module 1.In this embodiment, the building roof of the overwhelming majority adopts inner surface and external surface to be the module 1 of curved surface, make roof form dome moulding (dome moulding is arc roof or waveform roof), dome moulding building is stressed more more reasonable than pitched roof or flat roof, except reducing wind, load with lotus, when arriving same shock resistance, wind resistance, anti-snow load, at least save 30% material usage.
For further improving the anti-power of carrying, 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 further strengthening stability, in above-described embodiment, preferably: in described masonry, laterally adjacent block 1 is dislocated and connected to each other at corresponding reinforcement structural member 2 places, make the reinforcement structural member 2 after being coupled to each other form stressed uniform stressed net muscle.
In described all embodiment, when strengthening structural member 2 and be section bar channel-section steel, adopt two to and four-way cutting ferrule 3 realize the connection between module 1, when strengthening structural member 2 and being body, adopt above-mentioned union connection.
Obviously, all embodiment of foregoing description are a part of embodiment of the present utility model, rather than whole embodiment.Based on embodiment of the present utility model, those of ordinary skills are not making all other embodiment that obtain under creative work prerequisite, all belong to the category of the utility model protection.
In sum, the utility model has improved load, has improved water proofing property, has improved construction precision, has improved construction speed, reduced energy consumption and has reduced building costs.
Claims (19)
1. the modular building of the quick disassembled dress of high-bearing of can batch production producing, comprises body of wall and roof that masonry forms, roof partly or entirely with body of wall formation one; It is characterized in that:
Partly or entirely being assembled by module (1) of described masonry, the part of module in this masonry (1) or all module (1) inside have the reinforcement structural member (2) that improves bearing capacity;
Adjacent block in described masonry adopts detachable connection between (1), or/and adopt detachable connection by reinforcement structural member (2) corresponding to position between adjacent block (1).
2. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 1, it is characterized in that: in described body of wall, be provided with flooring, flooring is divided into multilayer by the inner chamber of body of wall and forms multistory building, this flooring is comprised of masonry, partly or entirely being assembled by module (1) of this masonry, the part of module in this masonry (1) or all module (1) inside have the reinforcement structural member (2) that improves bearing capacity;
Adjacent block in described masonry adopts detachable connection between (1), or/and adopt detachable connection by reinforcement structural member (2) corresponding to position between adjacent block (1).
3. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 1 and 2, it is characterized in that: described module (1) is EPS expanded material and the pattern complex of strengthening structural member (2) inner surface of this module (1) and external surface is plane or/and curved surface.
4. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 1 and 2, it is characterized in that: in described masonry, a part of module 1 with reinforcement structural member 2 connects by connector with another part module 1, connector directly inserts in the default groove of another part module 1 after fixing with having reinforcement structural member 2 in the module 1 of strengthening structural member 2, realizes having the module 1 of structural member 2 of reinforcement and the rapid-assembling of another part module 1 and being firmly connected.
5. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 1 and 2, is characterized in that: in described masonry, have between the module (1) of reinforcement structural member (2) and be coupled to each other and be integral by connector.
6. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 1 and 2, it is characterized in that: described reinforcement structural member (2) is body or section bar channel-section steel crisscross module (1) inside that is arranged between body or between section bar channel-section steel;
Contact place between body is coupled to each other each body to be integral by union;
Or the contact place between section bar channel-section steel is coupled to each other each section bar channel-section steel to be integral by cutting ferrule (3).
7. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 6, it is characterized in that: crisscross being arranged on behind module (1) inside between described body or between section bar channel-section steel, between module (1), be coupled to each other 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.
8. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 6, it is characterized in that: described cutting ferrule (3) is for box-like, on at least one group of relative sidewall of cutting ferrule (3), be provided with the square hole penetrating 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), in the termination of section bar channel-section steel, be provided with the cutting ferrule groove (7) mating with cutting ferrule raised line (6).
9. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 6, it is characterized in that: described union comprises two connectors (8), these two connectors (8) all with strengthen after the tube wall of structural member (2) and body end face are close to being fixed as one by trip bolt (9), realize inside had to being fixedly connected with between the module (1) of reinforcement structural member (2).
10. the modular building of the quick disassembled dress of high-bearing of can batch production producing according to claim 9, is characterized in that: between the body of described connector (8) and reinforcement structural member (2), pass through screw fastening.
The modular building of the 11. quick disassembled dresses of high-bearing of can batch production producing according to claim 1 and 2, is characterized in that: the inner surface of module in described masonry (1) or outer surface plane projection profile are that quadrangle is or/and triangle;
In inner surface or outer surface plane projection profile, be to be provided with guide ledges (4) in an adjacent side of tetragonal module (1), in another adjacent side of this module (1), be provided with the direction recess (5) mating with guide ledges (4);
In inner surface or outer surface plane projection profile, be to be provided with another direction recess (5) on the base of leg-of-mutton module (1), on the dual-side of this module (1), be provided with another guide ledges (4) and a direction recess (5) again.
The modular building of the 12. quick disassembled dresses of high-bearing of can batch production producing according to claim 1 and 2, is characterized in that: the inner surface of module in described masonry (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).
The modular building of the 13. quick disassembled dresses of high-bearing of can batch production producing according to claim 12, is characterized in that: described guide ledges has pattern draft on (4), the installation of being convenient between module (1) connects.
The modular building of the 14. quick disassembled dresses of high-bearing of can batch production producing according to claim 1, 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 successively by inner surface to the external surface of module (1), and each step surface outwards has certain gradient, with this, guarantee that body of wall meets that rain face guides rainwater in the longitudinal junction of module and anti-channeling not;
On described body of wall, in masonry, at least one side of module (1) transversely has heavy stand, this heavy stand makes the external surface projection of module (1) be less than inner surface projection, at the longitudinal external surface of heavy stand, be provided with at least one rhone, module has certain interval in horizontal integration place between (1), avoid rainwater to cause rainwater anti-channeling in module junction absorption, with this, guarantee that body of wall meets that rain face guides rainwater in module horizontal integration place and anti-channeling not.
The modular building of the 15. quick disassembled dresses of high-bearing of can batch production producing according to claim 14, it is characterized in that: in the masonry on roof, described body of wall top, the side of module (1) has rhone, the rhone upper end level height laminating of module (1) in this rhone horizontal lower end height and body of wall top surrounding masonry, and its end is arranged in directly over the rhone center line of body of wall top surrounding masonry module (1) just, with the rainwater on roof now, with body of wall, drain into ground.
16. according to the modular building of claim 1,2, one of the 15 described quick disassembled dresses of high-bearing of can batch production producing, and it is characterized in that: described body of wall bottom is connected with the cast ground bolt on ground.
17. according to the modular building of the quick disassembled dress of high-bearing of can batch production producing described in claim 1 or 15, it is characterized in that: module in the masonry on described roof (1) is hyperboloid, make mutually after assembling, to form arc roof or waveform roof between module (1).
The modular building of the 18. quick disassembled dresses of high-bearing of can batch production producing according to claim 1 and 2, it is characterized in that: module in described masonry (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.
The modular building of the 19. quick disassembled dresses of high-bearing of can batch production producing according to claim 18, it is characterized in that: in described masonry, laterally adjacent block (1) is located to be dislocated and connected to each other at corresponding reinforcement structural member (2), makes the reinforcement structural member (2) after being coupled to each other form stressed uniform stressed net muscle.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405765.4U CN203475605U (en) | 2013-07-09 | 2013-07-09 | High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled |
| 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 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405765.4U CN203475605U (en) | 2013-07-09 | 2013-07-09 | High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203475605U true CN203475605U (en) | 2014-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320405765.4U Withdrawn - After Issue CN203475605U (en) | 2013-07-09 | 2013-07-09 | High-bearing performance modular building capable of being produced in industrialized manner and rapidly disassembled and assembled |
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| CN (1) | CN203475605U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343573A (en) * | 2013-07-09 | 2013-10-09 | 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 mode and being dismantled and installed rapidly |
| 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 |
-
2013
- 2013-07-09 CN CN201320405765.4U patent/CN203475605U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343573A (en) * | 2013-07-09 | 2013-10-09 | 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 mode and being dismantled and installed rapidly |
| 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 |
| CN103343573B (en) * | 2013-07-09 | 2015-08-19 | 普帝龙绿色建筑研发（重庆）有限公司 | Can factorial praluction the quick disassembled dress of high-bearing modular building |
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