CN203475601U - High-precision anti-load integral shear wall building - Google Patents
High-precision anti-load integral shear wall building Download PDFInfo
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- CN203475601U CN203475601U CN201320405974.9U CN201320405974U CN203475601U CN 203475601 U CN203475601 U CN 203475601U CN 201320405974 U CN201320405974 U CN 201320405974U CN 203475601 U CN203475601 U CN 203475601U
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Abstract
The utility model relates to modular buildings, in particular to a high-precision anti-load integral shear wall building. The high-precision anti-load integral shear wall building comprises a wall body formed by modules and a roof arranged on the wall body, wherein the modules on the wall body are longitudinally staggered and assembled to form the stress-balanced shear wall; adjacent modules are detachably connected. The high-precision anti-load integral shear wall building with such structure and method has the advantages of improving bearing capacity, improving waterproofness, improving construction precision, improving construction progress, reducing energy consumption and reducing building cost.
Description
Technical field
Utility model relates to modular builds, the specifically a kind of anti-load integral body of high accuracy shear wall building that improves load, raising water proofing property, improves construction precision, raising construction speed, reduction energy consumption and reduction 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 module (being building block) of using 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 integrated connection effect, utilizes bonding agent or foam filled dose to carry out adhering and sealing, forms a complete housing.In connection procedure, 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 type of attachment 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 to 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, load is low, water proofing property is poor, construction precision is low, construction speed is slow, energy consumption is large and building costs is high for the building block (being building block) in the modular of prior art building.
Summary of the invention
The object of utility model is to provide a kind of anti-load integral body of high accuracy shear wall building that improves load, raising water proofing property, improves construction precision, raising construction speed, reduction energy consumption and reduction building costs.
For realizing the technical scheme that utility model above-mentioned purpose adopts, be: the whole shear wall building of the anti-load of a kind of high accuracy, comprise the body of wall being become by module assembled, be arranged on the roof on body of wall; Wherein: between the module on described body of wall, longitudinally dislocation assembling forms stressed uniform shear wall, adopts detachable connection between adjacent block.
Due to said structure, the module of 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 utility model can provide by accompanying drawing further illustrates.
Fig. 1 is the structural representation of utility model.
Fig. 2 is the structural representation that the reinforcement structural member of utility model is coupled to each other the stressed net muscle of rear formation.
Fig. 3 is that utility model module inner surface or external surface are projected as tetragonal structural representation.
Fig. 4 is that utility model module inner surface or external surface are projected as leg-of-mutton structural representation.
Fig. 5 is that 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 utility model module.
Fig. 7 be between 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 utility model union.
Fig. 9 is the structural representation that utility model union connects the reinforcement structural member between module.
Figure 10 is the structural representation after longitudinally connecting between 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.
The specific embodiment
Below in conjunction with drawings and Examples, utility model is described further:
Referring to accompanying drawing 1 to 12, the whole shear wall building of the anti-load of a kind of high accuracy, comprises the body of wall being assembled into by module 1, is arranged on the roof on body of wall; Wherein: between the module 1 on described body of wall, longitudinally dislocation assembling forms stressed uniform shear wall, adopts detachable connection between adjacent block 1.
For further improving the stability of whole building, in above-described embodiment, preferably: the curved formation building roof of module 1 pre-bending at described shear wall top partly or entirely.Arcuate building roof is dome moulding building, and this shear wall building roof is stressed more more reasonable than pitched roof or flat roof, except reducing wind, loads with lotus, at least saves 30% material usage when arriving same shock resistance, wind resistance, anti-snow load.
For ease of job site workman assembling, improve construction speed and precision, in above-described embodiment, preferably: the inner surface of described 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, shear wall force way is by module, to disperse to transmit to form whole uniform stressed, and is large-area integrated connection, is joints more mostly or by bonding agent, realizes stressed with other buildings or building module.This method with other method of attachment comparisons, bonding strength can promote more than 35%.
For further improving construction precision, in above-described embodiment, preferably: have pattern draft in the guide ledges 4 in described module 1, the installation of being convenient to 1 of module connects.When construction, realized accurately, firm, simple.
For improving water proofing property, in above-described embodiment, preferably: the base of described 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 module 1 is assembled into that body of wall back 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 module 1 is assembled into that body of wall back wall meets that rain face guides rainwater in module horizontal integration place and anti-channeling not.When building building with this body of wall, do not need professional waterproofing work, also just reduced building costs.
For improving construction precision, with anti-the carrying property that improves module, in above-described embodiment, preferably: the fillet of described module 1 is embedded with strengthens structural member 2, when this reinforcement structural member 2 is body, the contact place between body is interconnected each body to be integral by union;
When described reinforcement structural member 2 is section bar channel-section steel, the contact place between section bar channel-section steel is interconnected each section bar channel-section steel to be integral by cutting ferrule 3.In this embodiment, owing to being rigidly connected between module, the anti-shearing force of building and the anti-power of carrying are further improved.In this embodiment, the module 1 of 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 to increase thickness and the density of body of wall.Energy consumption and building costs have been reduced.
For improving construction precision and progress, in above-described embodiment, preferably: described cutting ferrule 3 is box-like, on 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.
For ease of realizing fast connection and the dismounting between module, 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 between module, in above-described embodiment, preferably: pass through screw fastening between described connector 8 and the body of reinforcement structural member 2.
For further improving construction precision and progress, in above-described embodiment, preferably: the inner surface of described module 1 or outer surface plane projection profile are that quadrangle is or/and triangle;
This module 1 side has guide ledges 4 and direction recess 5, and described guide ledges 4 is mated with direction recess 5.
Obviously, all embodiment of foregoing description are a part of embodiment of utility model, rather than whole embodiment.Embodiment based on utility model, those of ordinary skills are not making all other embodiment that obtain under creative work prerequisite, all belong to the category of utility model protection.
In sum, 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 (10)
1. the whole shear wall building of the anti-load of high accuracy, comprises the body of wall being assembled into by module (1), is arranged on the roof on body of wall; It is characterized in that: between the module on described body of wall (1), longitudinally dislocation assembling forms stressed uniform shear wall, and adjacent block adopts detachable connection between (1).
2. the whole shear wall building of the anti-load of high accuracy according to claim 1, is characterized in that: the curved formation building roof of module (1) pre-bending at described shear wall top partly or entirely.
3. the whole shear wall building of the anti-load of high accuracy according to claim 1 and 2, is characterized in that: the inner surface of described 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.
4. the whole shear wall building of the anti-load of high accuracy according to claim 3, is characterized in that: in the guide ledges (4) in described module (1), have pattern draft, the installation of being convenient between module (1) connects.
5. the whole shear wall of the anti-load of high accuracy according to claim 4 is built, it is characterized in that: the base of described 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 module (1) is assembled into that body of wall back 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 module (1) is assembled into that body of wall back wall meets that rain face guides rainwater in module horizontal integration place and anti-channeling not.
6. according to claim 1,2, one of 5 described whole shear wall buildings of the anti-load of high accuracy, it is characterized in that: the fillet of described module (1) is embedded with strengthens structural member (2), when this reinforcement structural member (2) is body, the contact place between body is interconnected each body to be integral by union;
When described reinforcement structural member (2) is section bar channel-section steel, the contact place between section bar channel-section steel is interconnected each section bar channel-section steel to be integral by cutting ferrule (3).
7. the whole shear wall of the anti-load of high accuracy according to claim 6 is built, it is characterized in that: described cutting ferrule (3) is for box-like, on 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).
8. the whole shear wall of the anti-load of high accuracy according to claim 6 is built, 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).
9. the whole shear wall building of the anti-load of high accuracy according to claim 8, is characterized in that: between described connector (8) and the body of reinforcement structural member (2), pass through screw fastening.
10. the whole shear wall building of the anti-load of high accuracy according to claim 1 and 2, is characterized in that: the inner surface of described module (1) or outer surface plane projection profile are that quadrangle is or/and triangle;
This module (1) side has guide ledges (4) and direction recess (5), and described guide ledges (4) is mated with direction recess (5).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405974.9U CN203475601U (en) | 2013-07-09 | 2013-07-09 | High-precision anti-load integral shear wall building |
| PCT/CN2014/081611 WO2015003579A1 (en) | 2013-07-09 | 2014-07-03 | High-precision and load-resisting integral shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320405974.9U CN203475601U (en) | 2013-07-09 | 2013-07-09 | High-precision anti-load integral shear wall building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203475601U true CN203475601U (en) | 2014-03-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320405974.9U Expired - Fee Related CN203475601U (en) | 2013-07-09 | 2013-07-09 | High-precision anti-load integral shear wall building |
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| Country | Link |
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| CN (1) | CN203475601U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015003579A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发（重庆）有限公司 | High-precision and load-resisting integral shear wall |
| 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 |
-
2013
- 2013-07-09 CN CN201320405974.9U patent/CN203475601U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015003579A1 (en) * | 2013-07-09 | 2015-01-15 | 普帝龙绿色建筑研发（重庆）有限公司 | High-precision and load-resisting integral shear wall |
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 Termination date: 20150709 |
|
| EXPY | Termination of patent right or utility model |