CN103343573A - Modular building with high bearing performance and capable of being produced in industrialized mode and being dismantled and installed rapidly - Google Patents
Modular building with high bearing performance and capable of being produced in industrialized mode and being dismantled and installed rapidly Download PDFInfo
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- CN103343573A CN103343573A CN2013102862022A CN201310286202A CN103343573A CN 103343573 A CN103343573 A CN 103343573A CN 2013102862022 A CN2013102862022 A CN 2013102862022A CN 201310286202 A CN201310286202 A CN 201310286202A CN 103343573 A CN103343573 A CN 103343573A
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Abstract
The invention relates to modular buildings, in particular to a modular building with high bearing performance and capable of being produced in an industrialized mode and being dismantled and installed rapidly. The modular building comprises a wall and a roof which are formed by brickworks, wherein a part or all of the roof and the wall form an integer, a part or all of the brickworks are formed by modules in an assembling mode, a part or all of the modules in the brickworks are internally provided with reinforcing structural parts, adjacent modules in the brickworks are connected detachably, or / and the adjacent modules are connected detachably through the reinforcing structural parts in corresponding positions. Because of the structure, the modular building has the advantages of improving the bearing performance, waterproofness, construction precision and construction progress, and reducing energy consumption and building cost.
Description
Technical field
The present invention relates to modular building, but specifically be a kind ofly to improve load, improve water proofing property, improve construction precision, improve construction speed, cut down the consumption of energy and reduce the modular building of the quick disassembled dress of high-bearing that the batch production of building costs produces.
Background technology
Building is main mode of construction with steel concrete mostly 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 worldwide, the modular building has appearred in some areas such as Korea S, Japan.Thereby this modular building is assembled in order with modular form and 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 the expandable poly-styrene.Assemble in order by design at the scene, by the mutual interlock between the module, play glue, blowing agent and fill, and then form 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 quick assembling and decomposition, and load is evenly distributed, and changes inner structure size.During the assembling of this structure, be to assemble in order by design at the scene, by the mutual interlock between the module, play glue, blowing agent filling, and then form 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 the module is to form by the interlock tongue and groove between module overlap joint, 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.Do not have the guide-localization function in connection process, can install smoothly for guaranteeing module, the assemblage gap of its adjacent block is bigger.If it is the accurate location that is difficult to accomplish between the module that neither one connects benchmark accurately, construction at present need utilize series installation aid (as: belt tensioner, support column etc.) just can finish basic structure and install, and especially wastes the more time in the size calibration step.Namely prolong construction period virtually and increased building costs.
But 2, because the expansion type polystyrene material to belong to foamed material self mechanical property etc. relatively poor relatively, the module assemblage gap is bigger, owing to be subjected to extraneous effect, displacement relatively or distortion can take place in module after installation, it is bigger to cause repairing difficulty.So the stability that guarantees integral body of must doing the best after the calibration is taked necessary protection, thereby produces the waste of manpower and materials to a certain extent.Even after the dismounting, owing to deformation also can't reuse, so energy consumption is relatively large.
3, the vertical metope of the modular of said structure and prior art building all is one group of 3 module, and the order layering links to each other successively and forms a Form of Shell Roofing.This connection form is showing under the snow load situation that through repeatedly checking computations and test the junction between the module is the position that stress is comparatively concentrated, and this form be connected in finish after, binding site all is on contour circumference.This position, place just utilizes module self interlock tongue and groove and bonding agent, foam filled dose be sticked together.The relatively 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 the mortar coating works.If under the situation of mortar cracking or breakage, its module combinations does not possess water-proof function, can cause a large amount of ponding in the shell space, does not satisfy modern house norm of construction and national standard.Be that water resistance is poor.
In sum, the modular of prior art building load is low, water proofing property is poor, construction precision is low, construction speed is slow, energy consumption is big and building costs is high.
Summary of the invention
But the purpose of this invention is to provide and a kind ofly improve load, improve water proofing property, improve construction precision, improve construction speed, cut down the consumption of energy and reduce the modular building of the quick disassembled dress of high-bearing that the batch production of building costs produces.
For realizing that the technical scheme that above-mentioned purpose of the present invention adopts is: but the modular of the quick disassembled dress of high-bearing that a kind of batch production is produced building comprises body of wall and roof that masonry is formed, and the part or all of and body of wall on roof forms one; Wherein:
Partly or entirely being assembled by module of described masonry, the part of module in this masonry or whole inside modules have the reinforcement structural member;
Adopt detachable connection between the adjacent block in the described masonry, or/and the reinforcement structural member by the position correspondence adopts detachable connection between the adjacent block.
Because said structure, module of the present invention according to the design size large-scale production, and has the reinforcement structural member that improves bearing capacity in the module in factory, make the building load resistant power that is assembled into by module promote significantly, loading and unloading can not cause deformation yet, have reduced energy consumption, have reduced building costs.
Description of drawings
The present invention can further specify by the non-limiting embodiment that accompanying drawing provides.
Fig. 1 is structural representation of the present invention.
Fig. 2 is coupled to each other the structural representation that the back forms stressed net muscle for reinforcement structural member of the present invention.
Fig. 3 is projected as tetragonal structural representation for module inner surface of the present invention or external surface.
Fig. 4 is projected as leg-of-mutton structural representation for module inner surface of the present invention or external surface.
Fig. 5 is the structural representation of the present invention two to cutting ferrule.
Fig. 6 is four-way cutting ferrule in the module of the present invention and the structural representation of strengthening after structural member connects.
Fig. 7 between the module of the present invention by two to cutting ferrule with the structural representation of strengthening in the module after structural member connects.
Fig. 8 is the structural representation of union of the present invention.
The structural representation that Fig. 9 connects the reinforcement structural member between the module for union of the present invention.
Figure 10 is the structural representation after vertically connecting between the module of the present invention.
Figure 11 is the structural representation at the rhone place of the vertical external surface setting of the heavy stand of module of the present invention, i.e. A place structure for amplifying schematic diagram among Fig. 3.
Figure 12 has the structural representation at rhone place, i.e. B place structure for amplifying schematic diagram among Fig. 4 for the side of module in the masonry on roof, body of wall of the present invention top.
Among the 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
The invention will be further described below in conjunction with drawings and Examples:
Referring to accompanying drawing 1 to 12, but the modular of the quick disassembled dress of high-bearing that a kind of batch production is produced building comprises body of wall and roof that masonry is formed, and the part or all of and body of wall on roof forms one; Wherein:
Partly or entirely being assembled by module 1 of described masonry, the part of module 1 in this masonry or whole module 1 inside have the reinforcement structural member 2 that improves bearing capacity;
Adopt detachable connection between the adjacent block 1 in the described masonry, or/and the reinforcement structural member 2 by the position correspondence adopts detachable connection between the adjacent block 1.In this embodiment, module 1 in factory according to the design size large-scale production, during the actual assembled building, transport module to building site and assemble construction, owing to have the reinforcement structural member 2 that improves bearing capacity in the module 1, make the building load resistant power that is assembled into by module 1 promote significantly, loading and unloading can not cause deformation yet, in order to utilize again, reduced energy consumption, reduced building costs.And in this embodiment, the 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: inside is compounded with the module 1 of strengthening structural member 2 and can promotes more than three times than the force intensity that is subjected to of homogenous material module, and does not need to increase thickness and the density of body of wall.
For making the building of assembling have multilayer, convenient people's life, in above-described embodiment, preferably: be provided with flooring in the described body of wall, flooring is divided into multilayer formation multistory building with the inner chamber of body of wall, this flooring is made up of masonry, partly or entirely being assembled by module 1 of this masonry, the part of module 1 in this masonry or all module 1 inside have the reinforcement structural member 2 that improves bearing capacity;
Adopt detachable connection between the adjacent block 1 in the described masonry, or/and the reinforcement structural member 2 by the position correspondence adopts detachable connection between the adjacent block 1.
For ease of the profile moulding 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 the plane or/and curved surface.
For making building easy to assembly and firm, in above-described embodiment, preferably: a part has the module 1 of strengthening structural member 2 and does not namely have the module 1 of strengthening structural member 2 in inside with another part module 1(in the described masonry) connect by connector, connector directly inserts in the default groove of another part modules 1 with having reinforcement structural member 2 fixing backs in the module 1 of strengthening structural member 2, the quick assembling that realizes having the module 1 of strengthening structural member 2 and another part module 1 with firmly be connected.Connector described in this embodiment can be the market sale product, also can be following union or cutting ferrule 3, described connector, union or cutting ferrule 3 are exactly an end with after the reinforcement structural member 2 in the module 1 is fixedlyed connected in fact, an other end be preset in the inner groove tight fit that does not have on the module 1 of strengthening structural member 2 and be connected.Described connector, union or cutting ferrule 3 directly insert in the inner default link cover that does not have on the module 1 of strengthening structural member 2 and arrive location and fastening function; When needing dismounting direct drawing just can, can use general utility tool for big load member, the bayonet socket place is pried open then extracts, realize fast quick-detach.
For ease of quick handling module 1, improve construction precision, in above-described embodiment, preferably: have in the described masonry between the module 1 of strengthening structural member 2 to be coupled to each other by connector and be integral.Connector can be the market sale product among this embodiment, also can union as described below or cutting ferrule 3.
Pre-buried precision when guaranteeing to strengthen the stability of structural member 2 in the module and making 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 the body or between the section bar channel-section steel;
Contact place between body is coupled to each other each body by union and is integral;
Or the contact place between the section bar channel-section steel is coupled to each other each section bar channel-section steel by cutting ferrule 3 and is integral.In this embodiment, described union adopts the market sale product, and cutting ferrule 3 can adopt in the integrated furred ceiling connection cutting ferrule of junction between the lightgage steel joist, and this connects cutting ferrule and adopts four-way or two of market sale to connecting dop.
For avoiding repeating construction, reduce construction cost, in above-described embodiment, preferably: between the described body or between the section bar channel-section steel crisscross be arranged on module 1 inside after, be coupled to each other between the module 1 and be assembled into building after being integrally formed masonry, be embedded with the water, electricity and gas pipeline in the body in this building or the section bar channel-section steel.
For improving construction precision and construction speed, in above-described embodiment, preferably: described cutting ferrule 3 is box-like, at least one group of relative sidewall of cutting ferrule 3 is provided with the square hole that penetrates for the section bar channel-section steel, or/and roof is provided with cutting ferrule raised line 6, be provided with the cutting ferrule groove 7 with cutting ferrule raised line 6 couplings at the interior diapire of cutting ferrule 3 in the termination of section bar channel-section steel.Be two to cutting ferrule when one group of cutting ferrule 3 relative sidewall is provided with the square hole that penetrates for the section bar channel-section steel, two are used for connection between the module to cutting ferrule; Be the four-way cutting ferrule when two groups of cutting ferrule 3 relative sidewalls are provided with the square hole that penetrates for the section bar channel-section steel, it is the section bar channel-section steel that the four-way cutting ferrule is used for strengthening structural member 2(in the module) connection.
In above-described embodiment, preferably: described union comprises two connectors 8, these two connectors 8 all are close to the back with the tube wall of strengthening structural member 2 and body end face and are fixed as one by trip bolt 9, realize inside is had fixedly connected between the module 1 of strengthening structural member 2.
For further improving the steadiness of junction, in above-described embodiment, preferably: it is fastening to pass through screw between the body of described connector 8 and reinforcement structural member 2.
For improving aesthetic property and the construction precision of building, in above-described embodiment, preferably: the inner surface of module 1 or outer surface plane projection profile are that quadrangle is or/and triangle in the described masonry;
Inner surface or outer surface plane projection profile are that an adjacent side of tetragonal module 1 is provided with guide ledges 4, and another adjacent side of this module 1 is provided with the direction recess 5 with guide ledges 4 couplings;
Inner surface or outer surface plane projection profile are that the base of leg-of-mutton module 1 is provided with another direction recess 5, are provided with another guide ledges 4 and a direction recess 5 again at the dual-side of this module 1.In this embodiment, on each bar side of module 1, guide ledges 4 is set simultaneously and the direction recess 5 that matches makes that the connection between the module is more firm.
For further improving construction precision, in above-described embodiment, preferably: have small pattern draft on the 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 the described body of wall in the masonry base of module 1 be 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 all has certain gradient, with this guarantee body of wall meet the rain face in the vertical junction of module to rainwater channeling conduct and non-anti-channeling;
On the described body of wall in the masonry at least one side of module 1 transversely have heavy stand, this heavy stand makes the external surface projection of module 1 less than the inner surface projection, be provided with at least one rhone at the vertical external surface of heavy stand, has certain interval in horizontal integration place between the module 1, avoid rainwater to cause the rainwater anti-channeling in module junction absorption, with this guarantee body of wall meet the rain face in module horizontal integration place to rainwater channeling conduct and non-anti-channeling.In this embodiment, even screed breaks, rainwater can not flow in the 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 cooperates with third generation valency realizes water-proof function, and the masonry itself that makes the module 1 of this structure be assembled into is stressed even and have a water proofing property.
For further improving house class buildings waterproof, in above-described embodiment, preferably: the side of module 1 has rhone in the masonry on roof, described body of wall top, the rhone of module 1 upper end level height applying in the masonry around this rhone horizontal lower end height and the body of wall top, and its end is arranged in directly over the rhone center line of masonry module 1 around the body of wall top just, and the rainwater on roof drains into ground with body of wall with this moment.
For ease of loading and unloading, 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: module 1 is hyperboloid in the masonry on described roof, makes between the module 1 and forms arc roof or waveform roof after the assembling mutually.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 the roof form dome moulding (the dome moulding is arc roof or waveform roof), dome moulding building is stressed more more reasonable than pitched roof or flat roof, load with the lotus except reducing wind, when arriving same shock resistance, wind resistance, anti-snow load, save 30% material usage at least.
Be further to improve the anti-power of carrying, in above-described embodiment, preferably: module 1 mutual dislocation connects in the described masonry, and the body of wall stress distribution that masonry is assembled into is even, the time body of wall form shear wall.
For further strengthening stability, in above-described embodiment, preferably: horizontal adjacent block 1 connects in reinforcement structural member 2 places' mutual dislocation of correspondence in the described masonry, makes 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 the section bar channel-section steel, adopt two to and the connection that realizes between the modules 1 of four-way cutting ferrule 3, when strengthening structural member 2 and be body, the connection of employing aforementioned tube joint.
Obviously, all embodiment of foregoing description are a part of embodiment of the present invention, rather than whole embodiment.Based on embodiments of the invention, those of ordinary skills are not making all other embodiment that obtain under the creative work prerequisite, all belong to the category of the present invention's protection.
In sum, the present invention 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. but the modular building of the quick disassembled dress of high-bearing of a batch production production comprises body of wall and roof that masonry is formed, and the part or all of and body of wall on roof forms 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 whole module (1) inside have the reinforcement structural member (2) that improves bearing capacity;
Adopt detachable connection between the adjacent block in the described masonry (1), or/and the reinforcement structural member (2) by the position correspondence adopts detachable connection between the adjacent block (1).
2. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 1 is built, it is characterized in that: be provided with flooring in the described body of wall, flooring is divided into multilayer formation multistory building with the inner chamber of body of wall, this flooring is made up of masonry, partly or entirely being assembled by module (1) of this masonry, the part of module in this masonry (1) or whole module (1) inside have the reinforcement structural member (2) that improves bearing capacity;
Adopt detachable connection between the adjacent block in the described masonry (1), or/and the reinforcement structural member (2) by the position correspondence adopts detachable connection between the adjacent block (1).
3. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 1 and 2 is built, it is characterized in that: described module (1) is EPS expanded material and the pattern complex of strengthening structural member (2), the inner surface of this module (1) and external surface is the plane or/and curved surface.
4. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 1 and 2 is built, it is characterized in that: a part has the module 1 of strengthening structural member 2 and another part module 1 and connects by connector in the described masonry, connector directly inserts in the default groove of another part modules 1 with having reinforcement structural member 2 fixing backs in the module 1 of strengthening structural member 2, the quick assembling that realizes having the module 1 of strengthening structural member 2 and another part module 1 with firmly be connected.
5. but the modular building of the quick disassembled dress of high-bearing produced of batch production according to claim 1 and 2 is characterized in that: have in the described masonry between the module (1) of reinforcement structural member (2) to be coupled to each other by connector and be integral.
6. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 1 and 2 is built, 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 the body or between the section bar channel-section steel;
Contact place between body is coupled to each other each body by union and is integral;
Or the contact place between the section bar channel-section steel is coupled to each other each section bar channel-section steel by cutting ferrule (3) and is integral.
7. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 6 is built, it is characterized in that: between the described body or between the section bar channel-section steel crisscross be arranged on module (1) inside after, be coupled to each other between the module (1) and be assembled into building after being integrally formed masonry, be embedded with the water, electricity and gas pipeline in the body in this building or the section bar channel-section steel.
8. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 6 is built, it is characterized in that: described cutting ferrule (3) is for box-like, at least one group of relative sidewall of cutting ferrule (3) is provided with the square hole that penetrates for the section bar channel-section steel, or/and roof is provided with cutting ferrule raised line (6), be provided with the cutting ferrule groove (7) with cutting ferrule raised line (6) coupling at the interior diapire of cutting ferrule (3) in the termination of section bar channel-section steel.
9. but the modular of the quick disassembled dress of high-bearing of batch production production according to claim 6 is built, it is characterized in that: described union comprises two connectors (8), these two connectors (8) all are close to the back with the tube wall of strengthening structural member (2) and body end face and are fixed as one by trip bolt (9), realize inside is had fixedly connected between the module (1) of reinforcement structural member (2).
10. but the modular building of the quick disassembled dress of high-bearing of batch production production according to claim 9 is characterized in that: fastening by screw between the body of described connector (8) and reinforcement structural member (2).
But 11. the modular of the quick disassembled dress of high-bearing that batch production according to claim 1 and 2 is produced building, it is characterized in that: the inner surface of module in the described masonry (1) or outer surface plane projection profile are that quadrangle is or/and triangle;
Inner surface or outer surface plane projection profile are that an adjacent side of tetragonal module (1) is provided with guide ledges (4), and another adjacent side of this module (1) is provided with the direction recess (5) with guide ledges (4) coupling;
Inner surface or outer surface plane projection profile are that the base of leg-of-mutton module (1) is provided with another direction recess (5), are provided with another guide ledges (4) and a direction recess (5) again at the dual-side of this module (1).
But 12. the modular of the quick disassembled dress of high-bearing that batch production according to claim 1 and 2 is produced building, it is characterized in that: the inner surface of module in the 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), described guide ledges (4) and direction recess (5) coupling.
But 13. the modular of the quick disassembled dress of high-bearing that batch production according to claim 1 and 2 is produced building, it is characterized in that: described guide ledges has small pattern draft on (4), and the installation of being convenient between module (1) connects.
14. but the modular of the quick disassembled dress of high-bearing that batch production according to claim 1 is produced building, it is characterized in that: on the described body of wall in the masonry base of module (1) be 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 all has certain gradient, with this guarantee body of wall meet the rain face in the vertical junction of module to rainwater channeling conduct and non-anti-channeling;
On the described body of wall in the masonry at least one side of module (1) transversely have heavy stand, this heavy stand makes the external surface projection of module (1) less than the inner surface projection, be provided with at least one rhone at the vertical external surface of heavy stand, module has certain interval in horizontal integration place between (1), avoid rainwater to cause the rainwater anti-channeling in module junction absorption, with this guarantee body of wall meet the rain face in module horizontal integration place to rainwater channeling conduct and non-anti-channeling.
15. but the modular of the quick disassembled dress of high-bearing that batch production according to claim 14 is produced building, it is characterized in that: the side of module (1) has rhone in the masonry on roof, described body of wall top, the rhone of module (1) upper end level height applying in the masonry around this rhone horizontal lower end height and the body of wall top, and its end is arranged in directly over the rhone center line of masonry module (1) around the body of wall top just, and the rainwater on roof drains into ground with body of wall with this moment.
But 16. the modular building of the quick disassembled dress of producing according to claim 1,2, one of 15 described batch production of high-bearing, it is characterized in that: described body of wall bottom is connected with the cast ground bolt on ground.
17. but the modular building of the quick disassembled dress of producing according to claim 1 or 15 described batch production of high-bearing, it is characterized in that: module in the masonry on described roof (1) is hyperboloid, makes between the module (1) and forms arc roof or waveform roof after the assembling mutually.
18. but the modular of the quick disassembled dress of high-bearing that batch production according to claim 1 and 2 is produced building, it is characterized in that: module in the described masonry (1) mutual dislocation connects, the body of wall stress distribution that masonry is assembled into is even, the time body of wall form shear wall.
19. but the modular of the quick disassembled dress of high-bearing that batch production according to claim 18 is produced building, it is characterized in that: horizontal adjacent block (1) is located the mutual dislocation connection at the reinforcement structural member (2) of correspondence in the described masonry, 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 |
|---|---|---|---|
| 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 CN103343573B (en) | 2015-08-19 |
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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 |
| CN107476601A (en) * | 2017-03-30 | 2017-12-15 | 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 |
| CN107558760A (en) * | 2017-08-21 | 2018-01-09 | 温岭市旭日滚塑科技有限公司 | A kind of stress-relieving activity room |
| CN113062454A (en) * | 2021-03-30 | 2021-07-02 | 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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| 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 |
| CN107476601A (en) * | 2017-03-30 | 2017-12-15 | 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 |
| CN107558760A (en) * | 2017-08-21 | 2018-01-09 | 温岭市旭日滚塑科技有限公司 | A kind of stress-relieving activity room |
| CN113062454A (en) * | 2021-03-30 | 2021-07-02 | 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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| CN103343573B (en) | 2015-08-19 |
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