CN202866343U - Beam-free system underground garage - Google Patents

Beam-free system underground garage Download PDF

Info

Publication number
CN202866343U
CN202866343U CN 201220495937 CN201220495937U CN202866343U CN 202866343 U CN202866343 U CN 202866343U CN 201220495937 CN201220495937 CN 201220495937 CN 201220495937 U CN201220495937 U CN 201220495937U CN 202866343 U CN202866343 U CN 202866343U
Authority
CN
China
Prior art keywords
underground garage
frame column
free system
system underground
garage
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
CN 201220495937
Other languages
Chinese (zh)
Inventor
王干
赵建忠
许超
周彗鑫
赵志明
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.)
Suzhou Hua Cheng Architectural Design Co., Ltd.
Original Assignee
Suzhou Industrial Park Design and Research Institute Co Ltd
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 Suzhou Industrial Park Design and Research Institute Co Ltd filed Critical Suzhou Industrial Park Design and Research Institute Co Ltd
Priority to CN 201220495937 priority Critical patent/CN202866343U/en
Application granted granted Critical
Publication of CN202866343U publication Critical patent/CN202866343U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The utility model discloses a beam-free system underground garage. The beam-free system underground garage comprises framework pillars, a foundation slab and a top plate, wherein a hidden beam is arranged in the top plate, the bottoms of the framework pillars are fixed on the foundation slab, and the tops of the framework pillars are fixedly connected with the hidden beam. The beam-free system underground garage effectively lowers the story height and shortens a construction cycle.

Description

Without beam system underground garage
Technical field
The utility model relates to a kind of underground parking garage.
Background technology
At present, along with the development of growth in the living standard and auto industry more and more obvious to the demand on parking space, and the construction of underground garage provides a solution that how the approach of more parking stalls is provided at Limited Land.
Common beam-and-slab floor force transfer system be by the floor power transmission to secondary beam, pass to Vierendeel girder by secondary beam again, Vierendeel girder is passed to frame column, reaches the basis by frame column at last.Because the top plate of underground parking garage load is large, then deck-molding can be very high to adopt conventional beam and slab structure, causes the garage buried depth large, uneconomical.
Summary of the invention
The deficiency higher for the floor height that overcomes existing underground parking garage, that construction period is long, the utility model provide a kind of effective reduction floor height, shorten construction period without beam system underground garage.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of described underground garage comprises frame column, sole plate and top board without beam system underground garage, and dark beam is set in the described top board, and the bottom of described frame column is fixed on the described sole plate, and the top of described frame column is fixedly connected with described dark beam.
Further, cap is installed at the top of described frame column, and described cap is fixedly connected with described dark beam.
Technical conceive of the present utility model is: flat slab system also is widely applied in monolithic reinforced concrete structure, can effectively reduce floor height, thereby realizes the maximization of building cost performance.Flat slab system is applied in the underground garage, can reduces the garage floor height, reduce the garage buried depth, reduce excavated volume, the reduction of erection time, the while has also better been embodied the aesthetic property (indoor top board is smooth, without beam) of architecture indoor.
Force transfer system is that upper load is directly passed to frame column by floor, reaches the basis by frame column again.In order to satisfy die-cut to frame column of floor, at the framework capital cap can be set and solve.
The beneficial effects of the utility model are mainly manifested in:
(1) can reduce floor height, reduce the garage buried depth
(2) can reduce the excavation of foundation pit amount
(3) save template
(4) quick construction can the reduction of erection time
(5) indoor ceiling is smooth, and is attractive in appearance
(6) meet code requirement, safe and reliable.
Description of drawings
Fig. 1 is the shed deckhead layout plan.
Fig. 2 is the sectional drawing in garage.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
See figures.1.and.2, a kind of without beam system underground garage, described underground garage comprises frame column 1, sole plate 4 and top board 3, and described top board 3 is interior to arrange dark beam 6, the bottom of described frame column 1 is fixed on the described sole plate 4, and the top of described frame column 1 is fixedly connected with described dark beam 6.
Further, cap 2 is installed at the top of described frame column, and described cap is fixedly connected with described dark beam.
In the present embodiment, finish first the construction of garage sole plate 4 behind the excavation of foundation pit, carry out again constructing to top board 3 bottoms of frame column 1, then set up the top board scaffold, lay template, dark beam 6 reinforcing bars of colligation, re-lay floor bar, build at last top board 3 concrete, lay earthing 5 on the top board 3.

Claims (2)

1. one kind without beam system underground garage, it is characterized in that: described underground garage comprises frame column, sole plate and top board, dark beam is set in the described top board, and the bottom of described frame column is fixed on the described sole plate, and the top of described frame column is fixedly connected with described dark beam.
2. as claimed in claim 1 without beam system underground garage, it is characterized in that: cap is installed at the top of described frame column, and described cap is fixedly connected with described dark beam.
CN 201220495937 2012-09-26 2012-09-26 Beam-free system underground garage Expired - Fee Related CN202866343U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220495937 CN202866343U (en) 2012-09-26 2012-09-26 Beam-free system underground garage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220495937 CN202866343U (en) 2012-09-26 2012-09-26 Beam-free system underground garage

Publications (1)

Publication Number Publication Date
CN202866343U true CN202866343U (en) 2013-04-10

Family

ID=48033070

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220495937 Expired - Fee Related CN202866343U (en) 2012-09-26 2012-09-26 Beam-free system underground garage

Country Status (1)

Country Link
CN (1) CN202866343U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104963533A (en) * 2015-07-20 2015-10-07 先育开 Open-type car parking garage with cast-in-place multi-layer flatslab structure
CN105464206A (en) * 2015-12-24 2016-04-06 深圳市建筑设计研究总院有限公司 Basement bottom plate structure
CN106193707A (en) * 2016-08-31 2016-12-07 苏州设计研究院股份有限公司 The parking systems of low floor height
CN107062508A (en) * 2017-06-05 2017-08-18 杨大刚 Beam column airduct system
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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104963533A (en) * 2015-07-20 2015-10-07 先育开 Open-type car parking garage with cast-in-place multi-layer flatslab structure
CN105464206A (en) * 2015-12-24 2016-04-06 深圳市建筑设计研究总院有限公司 Basement bottom plate structure
CN106193707A (en) * 2016-08-31 2016-12-07 苏州设计研究院股份有限公司 The parking systems of low floor height
CN106193707B (en) * 2016-08-31 2018-09-28 启迪设计集团股份有限公司 The high parking systems of low layer
CN107062508A (en) * 2017-06-05 2017-08-18 杨大刚 Beam column airduct system
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

Similar Documents

Publication Publication Date Title
CN202866343U (en) Beam-free system underground garage
CN102635163B (en) Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures
CN104895229B (en) Prefabricated assembled steel node concrete plate-column structure and its hanging method
CN205224733U (en) Prefabricated assembled open caisson underground garage structure
CN203213591U (en) Beam-free turbinate column cap structure template system
CN103046644A (en) Cold-formed thin-walled steel column and beam structural system for multistoried building
CN203821596U (en) Assembled house system built by prefabricated slabs
CN203361759U (en) Assembly type prefabricated environment-friendly enclosure wall
CN201722702U (en) Factory prefabricated component splicing foundation
CN201809971U (en) Floor formwork erecting system with large plate-span precast beam
CN204876252U (en) Prefabricated assembled steel node concrete slab post structure
CN203499082U (en) Hidden connecting beam for side steel plate rib concrete composite floor slabs
CN103469892B (en) The primary and secondary modular unit combining structure in high-rise building module space and method of attachment
CN203856101U (en) Lightgage steel joist frame
CN201695406U (en) Assembly foundation of prefabricated member
CN102418414A (en) Long-slab-span prefabricated beam floor formwork system
CN201943183U (en) Inclined cross frame beam
CN202023257U (en) Joint between frame column and composite grid frame floor slab
CN204264658U (en) A kind of prefabricated panel transport storage rack
CN203403512U (en) Reinforced concrete Y-shaped frame structure building system
CN103498512B (en) A kind of assembled architecture wall beam stablizes syndeton
CN203546908U (en) Assembly type building wall beam stable connection structure
CN202248476U (en) Honeycomb core building shuttering
CN204940688U (en) Body of wall
CN102704592B (en) Damping control method for existing frame structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP03 Change of name, title or address

Address after: Suzhou City, Jiangsu province 215126 Industrial Park Suzhou Bada Street No. 111

Patentee after: ARTS GROUP CO., LTD.

Address before: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12

Patentee before: Suzhou Industrial Park Design & Research Institute Co., Ltd.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20170615

Address after: Wuzhong Economic Development Zone in Suzhou City, Jiangsu Province, the River Street 215104 Wuzhong Road No. 1368 Building 1

Patentee after: Suzhou Hua Cheng Architectural Design Co., Ltd.

Address before: Suzhou City, Jiangsu province 215126 Industrial Park Suzhou Bada Street No. 111

Patentee before: ARTS GROUP CO., LTD.

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

Granted publication date: 20130410

Termination date: 20200926