CN202559571U - Net rack roof with siphon rainwater pipeline - Google Patents

Net rack roof with siphon rainwater pipeline Download PDF

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Publication number
CN202559571U
CN202559571U CN201220237032XU CN201220237032U CN202559571U CN 202559571 U CN202559571 U CN 202559571U CN 201220237032X U CN201220237032X U CN 201220237032XU CN 201220237032 U CN201220237032 U CN 201220237032U CN 202559571 U CN202559571 U CN 202559571U
Authority
CN
China
Prior art keywords
net rack
rack roof
installation sheet
bolt
rainwater pipeline
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
CN201220237032XU
Other languages
Chinese (zh)
Inventor
汪涛
马永武
彭宏伟
陈绍涛
高媛
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.)
Construction Engineering Co Ltd of CTCE Group
Original Assignee
Construction Engineering Co Ltd of CTCE Group
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 Construction Engineering Co Ltd of CTCE Group filed Critical Construction Engineering Co Ltd of CTCE Group
Priority to CN201220237032XU priority Critical patent/CN202559571U/en
Application granted granted Critical
Publication of CN202559571U publication Critical patent/CN202559571U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a net rack roof with a siphon rainwater pipeline. The net rack roof comprises a top boom, a lower boom, a web member and bolt balls, wherein the upper end of the web membrane is connected with the top boom through the bolt ball, and the lower end of the web membrane is connected with the lower chord through the bolt ball. A horizontal square steel tube is installed in the middle of the net rack roof through more than two lifting rods, the siphon rainwater pipeline is positioned under the square steel tube, and hoops are arranged on the bolt balls. Each hoop comprises reversed-U-shaped flat steel and installation pieces, wherein the reversed-U-shaped flat steel is clamped on the bolt ball, two ends of the flat steel are respectively connected with screws, the installation pieces corresponding to the two ends of the flat steel are respectively provided with two installation holes, the installation pieces are sleeved on the screws at two end of the flat steel, each screw is provided with a nut, and the middles of the installation pieces are connected with the upper ends of the lifting rods. By means of the siphon rainwater pipeline installed through the hoops, the net rack roof can completely meet requirements for suspension systems. The hoops can be manufactured on the ground in a concentration mode, so that the net rack roof with the siphon rainwater pipeline is convenient to construct, reduces labor intensity and improves work efficiency.

Description

Rack roof with siphon storm sewer
Technical field
The utility model belongs to the modern building technology field, is specifically related to the rack roof of large space.
Background technology
Rack be by many rod members according to certain grid configuration through the space structures that node links, have space-load, in light weight, plurality of advantages such as rigidity is big, anti-seismic performance is good, be the first-selection on large space roofs such as station, theater.Along with the application in building in modern times of space truss structure and siphon storm-water system, see Fig. 1, when fabrication hole is not reserved in rack bolt ball below, bring great inconvenience can for the construction of siphon storm sewer in the rack etc.Method and limitation commonly used at present are following: when fabrication hole is not reserved in rack bolt ball 2 belows; Traditional way that pipeline suspension rod 1 is connected with rack bolt ball 2 is exactly directly pipeline suspension rod 1 and bolt sphere 2 to be welded, or directly pipeline suspension rod 1 is fixed on the rack upper chord 3 through pipe clamp.And generally forbid bearing vertical load on the rack upper chord 3, and pipeline suspension rod 1 is installed on the rack upper cord member, will bring potential safety hazard to space truss structure.When pipeline suspension rod 1 was welded to connect with bolt sphere 2, the high-altitude welding operation is inconvenience very, and the welding contact area is little, has great hidden danger of quality, and high-altitude welding operation security protection simultaneously requires high, and welding efficiency is extremely low.
The utility model content
In order to solve when fabrication hole is not reserved in rack bolt ball 2 belows, the connectivity problem of the suspension rod 1 of pipeline and rack bolt ball 2 in the rack, the utility model provides a kind of rack roof with siphon storm sewer that improves structure.
Concrete technical solution is following:
Rack roof with siphon storm sewer comprises upper chord 3, lower chord 11, above web member 10 and the bolt sphere more than four 2 of ten six roots of sensation more than four more than four; And the upper end of web member 10 is connecting upper chord 3 through bolt sphere 2, and the lower end of web member 10 is connecting lower chord 11 through bolt sphere 2; Middle part, said rack roof is provided with the square steel pipe 9 of level through the suspension rod more than two 1; The below of square steel pipe 9 is provided with siphon storm sewer 8; Said bolt sphere 2 is provided with anchor ear, and anchor ear comprises inverted U-shaped band steel 7 and installation sheet 4, and said inverted U-shaped band steel 7 is stuck on the bolt sphere 2; The two ends of band steel 7 are connecting screw mandrel 5 respectively, offer two installing holes respectively on the said installation sheet 4 corresponding with band steel 7 two ends, and said installation sheet 4 is set on the screw mandrel 5 at band steel 7 two ends, cooperate on every rhizoid bar 5 to be provided with nut 6; The middle part of installation sheet 4 is connecting the upper end of suspension rod 1.
The middle part of said installation sheet 4 offers through hole, and the upper end of said suspension rod 1 is a screw rod, and cooperation is provided with nut; The through hole at installation sheet 4 middle parts is passed in suspension rod 1 upper end, and is being fixedly connected installation sheet 4 through said nut.
The siphon storm sewer that the utility model is installed through anchor ear satisfies the requirement of siphon storm-water system to suspension system fully.And anchor ear can be concentrated on the ground and make, easy construction, reduce labour intensity, increase work efficiency, reduction of erection time and reduce work high above the ground, greatly reduce the security risk of work high above the ground.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the partial enlarged drawing at bolt sphere place.
Fig. 3 is the anchor ear structural representation.
Fig. 4 connects the suspension rod sketch map for anchor ear.
Sequence number among the last figure: suspension rod 1, bolt sphere 2, upper chord 3, installation sheet 4, screw mandrel 5, nut 6, band steel 7, siphon storm sewer 8, square steel pipe 9, web member 10, lower chord 11.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is done to describe further through embodiment.
Referring to Fig. 1 and Fig. 2; Rack roof with siphon storm sewer comprises many upper chords 3, many lower chords 11, many web members 10 and a plurality of bolt sphere 2; And the upper end of web member 10 is connecting upper chord 3 through bolt sphere 2, and the lower end of web member 10 is connecting lower chord 11 through bolt sphere 2; Rack roof middle part is equipped with the square steel pipe 9 of level through the suspension rod more than two 1, and the below of square steel pipe 9 is equipped with siphon storm sewer 8.Be installed with anchor ear on the bolt sphere 2, anchor ear comprises inverted U-shaped band steel 7 and installation sheet 4, and inverted U-shaped band steel 7 is stuck on the bolt sphere 2; The two ends of band steel 7 are connecting screw mandrel 5 respectively, offer two installing holes respectively on the installation sheet 4 corresponding with band steel 7 two ends, and installation sheet 4 is set on the screw mandrel 5 at band steel 7 two ends, cooperate on every rhizoid bar 5 to be provided with nut 6; The middle part of installation sheet 4 offers through hole, and the upper end of suspension rod 1 is a screw rod, and nut is equipped with in cooperation; The through hole at installation sheet 4 middle parts is passed in suspension rod 1 upper end, and is being fixedly connected installation sheet 4 through said nut.

Claims (2)

1. the rack roof that has the siphon storm sewer; Comprise upper chord (3), the lower chord more than four (11), above web member (10) and the bolt sphere more than four (2) of ten six roots of sensation more than four; And the upper end of web member (10) is connecting upper chord (3) through bolt sphere (2), and the lower end of web member (10) is connecting lower chord (11) through bolt sphere (2); Middle part, said rack roof is provided with the square steel pipe (9) of level through the suspension rod more than two (1); The below of square steel pipe (9) is provided with siphon storm sewer (8); It is characterized in that: said bolt sphere (2) is provided with anchor ear; Anchor ear comprises inverted U-shaped band steel (7) and installation sheet (4), and said inverted U-shaped band steel (7) is stuck on the bolt sphere (2); The two ends of band steel (7) are connecting screw mandrel (5) respectively; Offer two installing holes respectively on the said installation sheet (4) corresponding with band steel (7) two ends; Said installation sheet (4) is set on the screw mandrel (5) at band steel (7) two ends, and every rhizoid bar (5) is gone up to cooperate and is provided with nut (6); The middle part of installation sheet (4) is connecting the upper end of suspension rod (1).
2. the rack roof with siphon storm sewer according to claim 1 is characterized in that: the middle part of said installation sheet (4) offers through hole, and the upper end of said suspension rod (1) is a screw rod, and cooperation is provided with nut; The through hole at installation sheet (4) middle part is passed in suspension rod (1) upper end, and is being fixedly connected installation sheet (4) through said nut.
CN201220237032XU 2012-05-25 2012-05-25 Net rack roof with siphon rainwater pipeline Expired - Fee Related CN202559571U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201220237032XU CN202559571U (en) 2012-05-25 2012-05-25 Net rack roof with siphon rainwater pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201220237032XU CN202559571U (en) 2012-05-25 2012-05-25 Net rack roof with siphon rainwater pipeline

Publications (1)

Publication Number Publication Date
CN202559571U true CN202559571U (en) 2012-11-28

Family

ID=47209239

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201220237032XU Expired - Fee Related CN202559571U (en) 2012-05-25 2012-05-25 Net rack roof with siphon rainwater pipeline

Country Status (1)

Country Link
CN (1) CN202559571U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103828642A (en) * 2013-12-24 2014-06-04 张乐军 Hemispherical arch shed
CN108105476A (en) * 2017-12-13 2018-06-01 中国二十冶集团有限公司 Siphon drainage pipe is across the pre- anti-rock fixing means of grid structure
CN108149860A (en) * 2017-12-27 2018-06-12 中国建筑第六工程局有限公司 A kind of siphonic roof storm system hangs fixing device
CN108413130A (en) * 2018-03-16 2018-08-17 中国冶集团有限公司 Air hose mounting device and method in spherical net brace
CN108625521A (en) * 2018-06-08 2018-10-09 北京科奥克声学技术有限公司 A kind of suspension apparatus on built rack steel ball
CN109281427A (en) * 2018-09-30 2019-01-29 金耀 A kind of roof truss and roof with grid structure
CN109469243A (en) * 2018-11-02 2019-03-15 深圳市建艺装饰集团股份有限公司 Light section structure roofing and installation method
CN112647718A (en) * 2020-12-22 2021-04-13 中国建筑第八工程局有限公司 Siphon pipeline suspension joint structure of steel structure roof and construction method thereof
CN115307897A (en) * 2022-10-10 2022-11-08 安徽中亚钢结构工程有限公司 Grog warehouse top room grid structure mechanical property test device and test method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103828642A (en) * 2013-12-24 2014-06-04 张乐军 Hemispherical arch shed
CN108105476A (en) * 2017-12-13 2018-06-01 中国二十冶集团有限公司 Siphon drainage pipe is across the pre- anti-rock fixing means of grid structure
CN108149860A (en) * 2017-12-27 2018-06-12 中国建筑第六工程局有限公司 A kind of siphonic roof storm system hangs fixing device
CN108413130A (en) * 2018-03-16 2018-08-17 中国冶集团有限公司 Air hose mounting device and method in spherical net brace
CN108625521A (en) * 2018-06-08 2018-10-09 北京科奥克声学技术有限公司 A kind of suspension apparatus on built rack steel ball
CN109281427A (en) * 2018-09-30 2019-01-29 金耀 A kind of roof truss and roof with grid structure
CN109469243A (en) * 2018-11-02 2019-03-15 深圳市建艺装饰集团股份有限公司 Light section structure roofing and installation method
CN112647718A (en) * 2020-12-22 2021-04-13 中国建筑第八工程局有限公司 Siphon pipeline suspension joint structure of steel structure roof and construction method thereof
CN115307897A (en) * 2022-10-10 2022-11-08 安徽中亚钢结构工程有限公司 Grog warehouse top room grid structure mechanical property test device and test method

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C14 Grant of patent or utility model
GR01 Patent grant
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: 20121128

Termination date: 20180525