CN106285093A - A kind of garage arrangement and structural system thereof - Google Patents
A kind of garage arrangement and structural system thereof Download PDFInfo
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- CN106285093A CN106285093A CN201510298737.0A CN201510298737A CN106285093A CN 106285093 A CN106285093 A CN 106285093A CN 201510298737 A CN201510298737 A CN 201510298737A CN 106285093 A CN106285093 A CN 106285093A
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- arrangement
- structural system
- post
- garage
- steel pipe
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Abstract
The present invention is a kind of garage arrangement and structural system thereof, is mainly used in the construction of underground garage.Existing underground garage structure system has conventional frame beam plate structural system, slab column system, Hollow Flat structural system, and the post net system of three of the above structural system is all rectangular arrangement, and post net vertically and horizontally aligns.The post network arrangements of the present invention is triangular arrangement, and pillar uses concrete-filled steel tubular column, and beam uses H profile steel beam, girder triangular arrangement, and without secondary beam, power transmission is more direct, floor also corresponding triangulation.Comparing existing structure system, the present invention effectively reduces deck-molding, component node standardization factorial praluction, on-the-spot splicing, builds without template, can be the most cost-effective, saves the area, saves floor height, reduction of erection time.
Description
Technical field:
The present invention is a kind of garage arrangement and structural system thereof, is mainly used in the construction of underground garage.
Technical background:
Structural system used by the construction of current position Underground Garage, mainly has common contignation, flat slab structure and three kinds of Hollow Flat structure.
Wherein needed for common contignation, deck-molding is bigger, it is desirable to floor height is the highest；Flat slab structure is because being not provided with beam, and the load of plate face is directly reached post by plate,
Having simple in construction, Path of Force Transfer simple and direct, headroom utilization rate is high, handsome in appearance, is conducive to ventilating, being easy to arrange pipeline and the advantage of construction, but
Needing thicker plate, concrete that intensity is higher and reinforcing bar, from the perspective of structural behaviour, the ductility of chainless drives is poor, and plate is at cap or capital
Destruction belongs to fragility punching failure.Hollow beamless floor system is the modified version of flat slab structure, maintains its advantage, improves its shortcoming.But
Three of the above version, still needs screwing steel bars at the construction field (site), assembling reinforcement, and then poured in place concrete completes, beam and concrete floor slab placement
Concrete is required for template and full hall scaffold, it is impossible to batch production standardization makes main member.
Summary of the invention:
The present invention provides a kind of garage arrangement and structural system thereof, and the post network arrangements of the present invention is triangular arrangement, is different from existing underground
The rectangular column network arrangements of garage structure system.Pillar employing concrete-filled steel tubular column, beam employing H profile steel beam, girder triangular arrangement, without secondary beam,
Power transmission is more direct, floor also corresponding triangulation.Comparing existing structure system, the present invention effectively reduces deck-molding, component node standardization factory
Metaplasia is produced, on-the-spot splicing, builds without template, and the formula that plays with building blocks is assembled, can be the most cost-effective, saves the area, and saves floor height, shortens work
Phase, easily recycle after structural elements to service life.
Accompanying drawing illustrates:
Fig. 1 is parking stall and the post network arrangements plane graph of the present invention.
Fig. 2 is beam plane of arrangement figure.
Fig. 3 is bean column node axonometric chart.
Fig. 4 is bean column node top view.
Fig. 5 bean column node horizontal sectional drawing.
Fig. 6 bean column node upward view.
Fig. 7 beam column relation sectional drawing.
1. steel pipe column in figure, 2. concrete, the most spacing steel pipe, 4. lower connecting plate, 5.H section steel beam, 6. center steel pipe, 7. upper junction plate, 8.H
Section steel beam connecting plate, 9. bolt, 10. composite floor.
Detailed description of the invention:
Use steel pipe column (1) and concrete (2) formation steel core concrete column, be respectively welded upper junction plate (7) up and down at center steel pipe (6)
With lower connecting plate (4), in lower connecting plate (4) welded limiting steel pipe (3) below, during then 6 H profile steel beams (5) are welded on according to post net angle
On heart steel pipe (6), upper junction plate (7) and lower connecting plate (4), assemble according to Fig. 7 mode with upper member, spacing steel pipe (3) external diameter
Than steel pipe column internal diameter, little 1～2mm to facilitate installation, boring to facilitate casting concrete in steel pipe column on lower connecting plate, and girder steel is laid combination building
Plate or Truss Deck Concrete Slab, steel pipe column interior concrete and floorslab concrete can pour the most simultaneously, steel beam column all can factory process,
On-site consolidation.
Claims (3)
1. garage arrangement and a structural system thereof, is made up of beam, plate, post, it is characterized in that: post net triangular arrangement, girder system triangular arrangement,
Floor triangular arrangement.
2. a beam crossover node more than, is characterized in that: 6 H profile steel webs are welded on center steel pipe (6) according to post net angle, and H profile steel beam is upper and lower
Flange plate is welded on center steel pipe (6) by upper junction plate (7) and lower connecting plate (4), and connecting plate is in H profile steel web the most also
Weld.
The most according to claim 2, it is characterized in that: spacing steel pipe (3) is welded on lower connecting plate (4), its external diameter is than steel pipe column internal diameter little 1～2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510298737.0A CN106285093A (en) | 2015-06-05 | 2015-06-05 | A kind of garage arrangement and structural system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510298737.0A CN106285093A (en) | 2015-06-05 | 2015-06-05 | A kind of garage arrangement and structural system thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106285093A true CN106285093A (en) | 2017-01-04 |
Family
ID=57655380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510298737.0A Pending CN106285093A (en) | 2015-06-05 | 2015-06-05 | A kind of garage arrangement and structural system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106285093A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297888A (en) * | 2015-10-14 | 2016-02-03 | 杨大刚 | Underground garage supporting structure |
| CN111425030A (en) * | 2020-03-09 | 2020-07-17 | 河南博维建筑规划设计有限公司 | Design method capable of reducing design floor height of underground garage |
-
2015
- 2015-06-05 CN CN201510298737.0A patent/CN106285093A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297888A (en) * | 2015-10-14 | 2016-02-03 | 杨大刚 | Underground garage supporting structure |
| CN111425030A (en) * | 2020-03-09 | 2020-07-17 | 河南博维建筑规划设计有限公司 | Design method capable of reducing design floor height of underground garage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| DD01 | Delivery of document by public notice |
Addressee: Yang Dagang Document name: Notification of Passing Preliminary Examination of the Application for Invention |
|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170104 |
|
| WD01 | Invention patent application deemed withdrawn after publication |