CN104264884A - Office building atrium roof and mounting method thereof - Google Patents

Office building atrium roof and mounting method thereof Download PDF

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Publication number
CN104264884A
CN104264884A CN201410409775.4A CN201410409775A CN104264884A CN 104264884 A CN104264884 A CN 104264884A CN 201410409775 A CN201410409775 A CN 201410409775A CN 104264884 A CN104264884 A CN 104264884A
Authority
CN
China
Prior art keywords
office building
zhongting
roof
main body
mounting method
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.)
Pending
Application number
CN201410409775.4A
Other languages
Chinese (zh)
Inventor
李国建
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.)
Zhongyifeng Construction Group Co Ltd
Original Assignee
Zhongyifeng Construction Group 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 Zhongyifeng Construction Group Co Ltd filed Critical Zhongyifeng Construction Group Co Ltd
Priority to CN201410409775.4A priority Critical patent/CN104264884A/en
Publication of CN104264884A publication Critical patent/CN104264884A/en
Pending legal-status Critical Current

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Abstract

The invention discloses an office building atrium roof and a mounting method thereof. The office building atrium roof comprises an office building wall surface (5), an underframe (6), an arc roof (7), a temporary bracket (8) and an arc bent beam (9), and is characterized in that the office building wall surface (5) is one surface of an office building body (1); the left side of the office building body (1) is connected with a huge truss (2) and an atrium arc roof body (3); a roof latticed shell (4) is arranged at the top end of the office building body (1); the underframe (6) is connected with the huge truss (2); the arc roof (7) is an outer surface of the atrium arc roof body (3); and one end of the temporary bracket (8) is connected with the arc bent beam (9). The office building atrium roof and the mounting method thereof have the advantages of firm and stable structure, beautiful whole appearance and high safety.

Description

Office building Zhongting roofing and mounting method thereof
Technical field
The present invention relates to a kind of roofing, particularly relate to a kind of office building Zhongting roofing and mounting method thereof.
Background technology
Office building Zhongting roofing of the prior art and mounting method thereof have complex structure, and outward appearance is graceful not, the shortcoming of sound construction poor stability.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of office building Zhongting roofing and the mounting method thereof with the advantage that sound construction is stablized, overall appearance graceful, safety is high.
For solving the problems of the technologies described above, the invention provides a kind of office building Zhongting roofing and mounting method thereof, comprise office building metope, underframe, arcuated roof, falsework, arc curved beam, it is characterized in that: described office building metope is the one side of office building main body, huge truss and Zhongting arcuated roof main body is connected with on the left of described office building main body, described underframe is connected with huge truss, described arcuated roof is the external surface of Zhongting arcuated roof main body, and described falsework one end is connected with arc curved beam.
Further, the girder of described office building main body is 70.2 meters of long arc shape H type curved beams.
Further, described Zhongting arcuated roof main body is made up of H profile steel, steel pipe, steel-casting Combination Welding.
Further, described arcuated roof is chain type structure.
Compared with prior art, beneficial effect of the present invention is:
Office building Zhongting roofing of the present invention and mounting method thereof have the advantage that sound construction is stablized, overall appearance graceful, safety is high.
Accompanying drawing explanation
Fig. 1 is sectional drawing of the present invention.
Number in the figure:
1-office building main body 2-huge truss 3-Zhongting arcuated roof main body
5-office building metope 6-underframe 7-arcuated roof
8-falsework 9-arc curved beam.
Detailed description of the invention
Below to being elaborated preferred embodiment of the present invention by reference to the accompanying drawings, can be easier to make advantages and features of the invention be readily appreciated by one skilled in the art, thus more explicit defining is made to protection scope of the present invention.
As shown in Figure 1, a kind of office building Zhongting roofing and mounting method thereof, comprise office building metope 5, underframe 6, arcuated roof 7, falsework 8, arc curved beam 9, described office building metope 5 is the one side of office building main body 1, huge truss 2 and Zhongting arcuated roof main body 3 is connected with on the left of described office building main body 1, described underframe 6 is connected with huge truss 2, described arcuated roof 7 is the external surface of Zhongting arcuated roof main body 3, described falsework 8 one end is connected with arc curved beam 9, the girder of described office building main body 1 is 70.2 meters of long arc shape H type curved beams, described Zhongting arcuated roof main body 3 is by H profile steel, steel pipe, steel-casting Combination Welding is formed, described arcuated roof 7 is in chain type structure.
The concrete mounting means of office building Zhongting roofing and mounting method thereof: described Zhongting arcuated roof main body 3 adopts establishes falsework 8 across end, arc girder steel segmentation installation at high altitude, internode is across end assembling, accumulation slippage is assembled, the construction method that the translation of Integral synchronous pushing tow puts in place, the slippage arc girder steel of described arc girder steel carries out assembled at D across end, if two assembly supports, two Pin curved beams are assembled completes slippage two internodes (8.4m) after composition internode, assembled 4th Pin arc girder steel on original moulding bed again, the assembled ten Pin arc girder steels of accumulation like this, accumulation translation 8.4m × 4 time.
In sum, office building Zhongting roofing of the present invention and mounting method thereof have the advantage that sound construction is stablized, overall appearance graceful, safety is high.
The foregoing is only better embodiment of the present invention; protection scope of the present invention is not limited with above-mentioned embodiment; in every case those of ordinary skill in the art modify or change according to the equivalence that disclosed content is done, and all should include the protection domain recorded in claims in.

Claims (4)

1. an office building Zhongting roofing and mounting method thereof, comprise office building metope (5), underframe (6), arcuated roof (7), falsework (8), arc curved beam (9), it is characterized in that: the one side that described office building metope (5) is office building main body (1), described office building main body (1) left side is connected with huge truss (2) and Zhongting arcuated roof main body (3), described underframe (6) is connected with huge truss (2), described arcuated roof (7) is the external surface of Zhongting arcuated roof main body (3), described falsework (8) one end is connected with arc curved beam (9).
2. a kind of office building Zhongting roofing according to claim 1 and mounting method thereof, is characterized in that: the girder of described office building main body (1) is 70.2 meters of long arc shape H type curved beams.
3. a kind of office building Zhongting roofing according to claim 1 and mounting method thereof, is characterized in that: described Zhongting arcuated roof main body (3) is made up of H profile steel, steel pipe, steel-casting Combination Welding.
4. a kind of office building Zhongting roofing according to claim 1 and mounting method thereof, is characterized in that: described arcuated roof (7) is in chain type structure.
CN201410409775.4A 2014-08-20 2014-08-20 Office building atrium roof and mounting method thereof Pending CN104264884A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410409775.4A CN104264884A (en) 2014-08-20 2014-08-20 Office building atrium roof and mounting method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410409775.4A CN104264884A (en) 2014-08-20 2014-08-20 Office building atrium roof and mounting method thereof

Publications (1)

Publication Number Publication Date
CN104264884A true CN104264884A (en) 2015-01-07

Family

ID=52156447

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410409775.4A Pending CN104264884A (en) 2014-08-20 2014-08-20 Office building atrium roof and mounting method thereof

Country Status (1)

Country Link
CN (1) CN104264884A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2697188Y (en) * 2003-11-24 2005-05-04 深圳市三鑫特种玻璃技术股份有限公司 Saddle shaped glass daylight top supported by cable net node
CN101029518A (en) * 2007-03-23 2007-09-05 北京城建集团有限责任公司 Construction of large-span two-way string-tensioning steel house frame
CN201222904Y (en) * 2008-05-15 2009-04-22 青海省机械科学研究所 Cold bending section bar sunlight greenhouse frame
CN202627291U (en) * 2012-07-13 2012-12-26 大唐鸡西第二热电有限公司 Steel frame structure for arc-shaped roof
US20130058759A1 (en) * 2011-09-05 2013-03-07 Zupeng Fang House Architectural Complex Wind-concentrating Type And An Open-field Structure Group Wind-concentrating Type Wind Power Hub Generating Station/Power Station
CN103147585A (en) * 2013-03-12 2013-06-12 福州大学 All-weather GIS mounting shed

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2697188Y (en) * 2003-11-24 2005-05-04 深圳市三鑫特种玻璃技术股份有限公司 Saddle shaped glass daylight top supported by cable net node
CN101029518A (en) * 2007-03-23 2007-09-05 北京城建集团有限责任公司 Construction of large-span two-way string-tensioning steel house frame
CN201222904Y (en) * 2008-05-15 2009-04-22 青海省机械科学研究所 Cold bending section bar sunlight greenhouse frame
US20130058759A1 (en) * 2011-09-05 2013-03-07 Zupeng Fang House Architectural Complex Wind-concentrating Type And An Open-field Structure Group Wind-concentrating Type Wind Power Hub Generating Station/Power Station
CN202627291U (en) * 2012-07-13 2012-12-26 大唐鸡西第二热电有限公司 Steel frame structure for arc-shaped roof
CN103147585A (en) * 2013-03-12 2013-06-12 福州大学 All-weather GIS mounting shed

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Application publication date: 20150107