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CN100420801C - Building platform - Google Patents

Building platform Download PDF

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Publication number
CN100420801C
CN100420801C CNB2006100442638A CN200610044263A CN100420801C CN 100420801 C CN100420801 C CN 100420801C CN B2006100442638 A CNB2006100442638 A CN B2006100442638A CN 200610044263 A CN200610044263 A CN 200610044263A CN 100420801 C CN100420801 C CN 100420801C
Authority
CN
China
Prior art keywords
construction platform
construction
frame beam
platform
box
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNB2006100442638A
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Chinese (zh)
Other versions
CN1896386A (en
Inventor
廖燕青
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNB2006100442638A priority Critical patent/CN100420801C/en
Publication of CN1896386A publication Critical patent/CN1896386A/en
Application granted granted Critical
Publication of CN100420801C publication Critical patent/CN100420801C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The present invention aims at providing a construction platform especially proper for superimposed villas or separate senior houses. The construction platform features that the platform consists of the base, four or more box columns, frame beam and steel plates, the base consists of primary steel truss, steel girders, upper and lower steel plates, the frame beam is on the top of box columns, the top of the box column has lockhole and the bottom has interlocking angle, two different platforms can be combined together. Every component can be processed into finished product or semi-finished product in large scale according to the designs and assembled into platforms in the construction site, then superposed or processed floor by floor. The production process is highly industrialized and the construction is canonical.

Description

A kind of construction platform
Technical field
The present invention relates to a kind of construction platform, be specially adapted to build folded type villa or single-family senior house.
Background technology
Steel work has the intensity height, from heavy and light and suitable suitability for industrialized production, therefore the application in highrise building and long span building is more and more widely.Now, traditional villa that country is big to floor space, floor is low and single-family separate house have been strengthened restriction, therefore need a kind of energy to reduce to take up an area of and improve floor, and can satisfy the building of above-mentioned high-end residential demand.
Summary of the invention
The present invention is intended to propose a kind of steel building platform that is used to build folded type villa or single-family senior house.
Construction platform of the present invention, contain pedestal, at least four box columns, frame beam and steel plates, the frame beam is located at that box column top, box column top are provided with lockhole, the bottom is provided with the locking angle, can be chimeric between two construction platforms, it is characterized in that: pedestal is made up of the main couple girder steel that connects the box column, truss Zhi Gangliang and last lower steel plate.
Of the present inventionly undergroundly can preferentially select box foundation for use, be the intensity that strengthens bottom, and the pillar of the construction platform of bottom is a reinforced concrete structure, and forms firm basis between the box foundation.
For making the connection between each layer more firm closely, after the locking angle embeds the lockhole of following one deck, but side direction locks; But side direction locking after the construction platform frame beam of the construction platform on upper strata bottom and lower floor is chimeric.
For the pedestal that makes each layer can satisfy buried depth space with pipeline, ancillary facility (the required home amenities of various noble dwelling houses such as glass fiber reinforced plastic swimming pool or fish pond), described bottom main couple girder steel height is 1.2 meters to 1.8 meters.
The present invention is made up of pedestal, four box columns, frame beam and steel plates at least; Pedestal is the basis, also is Ban Heliang.When constructing building on pedestal, it will be the basis of superstructure, also be to bury the space of putting pipeline and ancillary facility buried depth.Its panel then becomes the leisure platform (garden, greenery patches, swimming pool, road etc.) of superstructure outdoor activity.In addition, pedestal also is the beam of forming a connecting link.Rely on its inner crisscross truss girder steel and the high-strength steel sheet that adheres to of soffit is common constitutes a perfect beam slab system thereon.Shoulder building and the weight of self on it.And the box column of four jiaos of distribution pedestals, to carry superimposed construction platform one by one thereon jointly with the building on platform upper frame beam and the platform, these box columns and upper frame beam and building also work to connect locking and go up lower platform except playing the carrying effect.For strengthening carrying, the windproof and shock resistance of whole building construction platform building, and obtain underground certain space, select the bigger box foundation of rigidity for use as garage and mechanical floor.Simultaneously, also box foundation is combined with ground, top first floor construction platform, all adopt reinforced concrete structure, make it to become integral body, thus the whole steadiness of powerful guarantee construction platform building.The size of construction platform as required and structure bearing capacity decision.Its manufacture degree height at factory's batch machining finished product or semiproduct, becomes construction platform to on-the-spot combine and assemble again.Therefore be that a kind of can the minimizing taken up an area of the raising floor, and satisfy the novel building structure of high-end residential demand.
Description of drawings
Fig. 1 embodiment of the invention 1 stereogram;
Fig. 2 embodiment of the invention 1 organigram;
Fig. 3 embodiment of the invention 1 superimposed schematic diagram
The folded type villa plan view that Fig. 4 embodiment of the invention 1 is constructed;
The folded type villa elevation that Fig. 5 embodiment of the invention 1 is constructed;
The folded type villa side elevational view that Fig. 6 embodiment of the invention 1 is constructed;
The folded type villa side case sectional view that Fig. 7 embodiment of the invention 1 is constructed.
Wherein: 1. pedestal; 2. main couple girder steel; 3. truss Zhi Gangliang; 4a. lower steel plate; 4b. upper steel plate; 5. box column; 6. frame beam; 7. lockhole; 8. the locking angle; 9. reinforcing rib; 10. box foundation; 11. reinforced concrete structure; 12. interior architecture part; 13. swimming pool; 14. sheet rubber and steel plate bed course; 15. back cover steel plate; 16. brick surface layer, cement mortar and bitumen layer; 17. steel plate surface layer.
The specific embodiment
Embodiment 1
As Fig. 1, Fig. 2 and Fig. 3, box column 5 adopts square, and main couple girder steel 2 couples together box column 5 bottoms all around, forms the pedestal periphery; Truss Zhi Gangliang 3 is distributed in the pedestal 1; Box column 5 tops are provided with lockhole 7, and the lower end is provided with the locking angle 8; The top of box column 5 adopts frame beam 6 to connect; The bottom of pedestal 1 is with lower steel plate 4a involution, as the ceiling of following one deck; The support of interior architecture is welded on main couple girder steel 2 or the truss Zhi Gangliang 3, and the part of emptying adopts upper steel plate 4b involution.The outside of box column 5 and reinforcing rib 9 also adopts steel plate to seal.As Fig. 3, chimeric between each platform after platform of the present invention is superimposed, after the locking angle of upper platform was inserted the lockhole of lower floor, side direction was sealed again, also side direction locking after upper platform bottom and lower floor's platform frame beam are chimeric.
Fig. 4, Fig. 5, Fig. 6 and Fig. 7 are that the embodiment of the invention 1 is used schematic diagram and used the folded type villa moulding schematic diagram that the present invention builds.
Embodiment 2
Adopt structure of the present invention, also can five or the six roots of sensation or more box column be set, build up the multiangular building according to the designing requirement of building.Each parts of the present invention all can at factory's batch machining finished product or semiproduct, become construction platform to on-the-spot combine and assemble again according to design scheme, and then lift superimposed or directly processing layer by layer.Its manufacture degree height, the assembling standard.Therefore be that a kind of can the minimizing taken up an area of the raising floor, and satisfy the novel building structure of high-end residential demand.

Claims (4)

1. construction platform, contain pedestal, at least four box columns, frame beam and steel plates, the frame beam is located at that box column top, box column top are provided with lockhole, the bottom is provided with the locking angle, can be chimeric between two construction platforms, it is characterized in that: pedestal is made up of the main couple girder steel that connects the box column, truss Zhi Gangliang and last lower steel plate.
2. a kind of construction platform as claimed in claim 1 is characterized in that: the pillar of bottom construction platform is a reinforced concrete structure.
3. a kind of construction platform as claimed in claim 1 is characterized in that: after the locking angle embeds the lockhole of following one deck, but the side direction locking; But side direction locking after the construction platform frame beam of the construction platform on upper strata bottom and lower floor is chimeric.
4. a kind of construction platform as claimed in claim 1 is characterized in that: described bottom main couple girder steel height is 1.2 meters to 1.8 meters.
CNB2006100442638A 2006-05-17 2006-05-17 Building platform Expired - Fee Related CN100420801C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100442638A CN100420801C (en) 2006-05-17 2006-05-17 Building platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100442638A CN100420801C (en) 2006-05-17 2006-05-17 Building platform

Publications (2)

Publication Number Publication Date
CN1896386A CN1896386A (en) 2007-01-17
CN100420801C true CN100420801C (en) 2008-09-24

Family

ID=37609009

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006100442638A Expired - Fee Related CN100420801C (en) 2006-05-17 2006-05-17 Building platform

Country Status (1)

Country Link
CN (1) CN100420801C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101614046B (en) * 2009-07-24 2012-03-21 青岛东方铁塔股份有限公司 Device and method for assembling large-scale box type structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK176824B1 (en) * 2008-03-14 2009-11-02 Buildpod Internat Ltd Prefabricated, self-supporting building element

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4513545A (en) * 1982-09-20 1985-04-30 Hopkins Jr George D Apparatus for and method of constructing, transporting and erecting a structure of two or more stories comprised of a plurality of prefabricated core modules and panelized room elements
US5832676A (en) * 1996-10-31 1998-11-10 Mci Communications Corporation Disaster restoral pop-up structure
US20030101680A1 (en) * 2000-04-18 2003-06-05 Lee Soo Haeng Design and construction method for pre-fabricated high rise building attaching for environments and village community

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4513545A (en) * 1982-09-20 1985-04-30 Hopkins Jr George D Apparatus for and method of constructing, transporting and erecting a structure of two or more stories comprised of a plurality of prefabricated core modules and panelized room elements
US5832676A (en) * 1996-10-31 1998-11-10 Mci Communications Corporation Disaster restoral pop-up structure
US20030101680A1 (en) * 2000-04-18 2003-06-05 Lee Soo Haeng Design and construction method for pre-fabricated high rise building attaching for environments and village community

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101614046B (en) * 2009-07-24 2012-03-21 青岛东方铁塔股份有限公司 Device and method for assembling large-scale box type structure

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Publication number Publication date
CN1896386A (en) 2007-01-17

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080924

Termination date: 20210517

CF01 Termination of patent right due to non-payment of annual fee