CN206016088U - Gutter pressure rod structure in a kind of steel-structure factory building - Google Patents

Gutter pressure rod structure in a kind of steel-structure factory building Download PDF

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Publication number
CN206016088U
CN206016088U CN201620910903.8U CN201620910903U CN206016088U CN 206016088 U CN206016088 U CN 206016088U CN 201620910903 U CN201620910903 U CN 201620910903U CN 206016088 U CN206016088 U CN 206016088U
Authority
CN
China
Prior art keywords
gutter
steel
main part
factory building
interior
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
CN201620910903.8U
Other languages
Chinese (zh)
Inventor
吴良勇
徐景胜
钱寿平
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.)
Hubei Jinggong Industrial Building System Co Ltd
Original Assignee
Hubei Jinggong Industrial Building System 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 Hubei Jinggong Industrial Building System Co Ltd filed Critical Hubei Jinggong Industrial Building System Co Ltd
Priority to CN201620910903.8U priority Critical patent/CN206016088U/en
Application granted granted Critical
Publication of CN206016088U publication Critical patent/CN206016088U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model is related to steel-structure factory building, more particularly, to gutter pressure rod structure in a kind of steel-structure factory building.The gutter pressure rod structure, including two be open the C-shaped purlin main parts being dorsad arranged symmetrically and the interior gutter being arranged on C-shaped purlin main part;It is fixedly connected by sewing material in some in the middle part of two C-shaped purlin main parts, lower end is fixedly connected by some subfix materials;The two ends flanging of interior gutter is separately fixed on the upper surface of two C-shaped purlin main parts, and the lower surface of interior gutter is arranged on subfix material upper surface, and subfix material two ends are separately fixed on parapet pillar and capital purlin support.Two C-shaped purlin main parts, interior material, subfix material and the interior gutter sewed are combined into an entirety, improve vertical rigidity and the stability of steel-structure factory building, cause steel-structure factory building also can bear certain lateral impact simultaneously, be highly resistant to internal gutter sidewall impact load during roof drainage.

Description

Gutter pressure rod structure in a kind of steel-structure factory building
Technical field
This utility model is related to steel-structure factory building, more particularly, to gutter pressure rod structure in a kind of steel-structure factory building.
Background technology
Steel-structure factory building adopt interior day ditch water discharge when, be frequently encountered from interior gutter draw under drain pipe and steel-structure factory building The problem of end depression bar collision, and how downpipe is avoided using the method for moving horizontally depression bar in Practical Project.Depression bar is used as steel The Force transmission partses of structure workshop longitudinal direction, will necessarily produce certain eccentric force to main structure after moving horizontally, to steel-structure factory building Stress unfavorable, particularly when steel column section is little, the moveable in the horizontal direction distance of depression bar is just less, extremely unfavorable Installation in later stage rain pipe.
Utility model content
For solving problem above, this utility model offer is a kind of need not to be separately provided gutter pressure in the steel-structure factory building of depression bar Bar structure.
The technical solution adopted in the utility model is:Gutter pressure rod structure in a kind of steel-structure factory building, it is characterised in that:Bag Include two be open the C-shaped purlin main part being dorsad arranged symmetrically and the interior gutters being arranged on C-shaped purlin main part;Two C-shapeds It is fixedly connected by sewing material in some in the middle part of purlin main part, lower end is fixedly connected by some subfix materials;A piece C-shaped Purlin main part opening side is connected with parapet pillar, and another C-shaped purlin main part opening side is connected with capital purlin support;Institute The two ends flanging for stating interior gutter is separately fixed on the upper surface of two C-shaped purlin main parts, and the lower surface of the interior gutter is arranged On subfix material upper surface, the subfix material two ends are separately fixed on parapet pillar and capital purlin support.
Preferably, a C-shaped purlin main part opening side is connected with parapet pillar by the first connecting plate, another Described in root, C-shaped purlin main part opening side is connected with capital purlin support by the second connecting plate.
This utility model obtain beneficial effect be:By two C-shaped purlin main parts back to setting, in two C-shaped purlins Main part middle part welding in sew material, between lower surface welding subfix material, then by gutter be arranged on two C-shaped purlin main parts it Between so that C-shaped purlin main part can hold gutter, can play the effect of load-bearing again, effectively prevent as depression bar movement is to whole The impact of body steel-structure factory building.This utility model simple structure, easy to make, sound construction, greatly improve steel-structure factory building Stability.
Description of the drawings
Fig. 1 is traditional gutter structural representation;
Gutter and C-shaped purlin main part connection diagram of the Fig. 2 for Fig. 1;
A-A sectional views of the Fig. 3 for Fig. 2;
Fig. 4 is structural representation of the present utility model;
Gutter and C-shaped purlin main part connection diagram of the Fig. 5 for Fig. 4;
A-A sectional views of the Fig. 6 for Fig. 5.
Specific embodiment
This utility model is further described with reference to abdomen the drawings and specific embodiments.
As Figure 1-3, be traditional day groove structure, including C-shaped purlin main part 1, interior gutter 2, interior sew material 3 and depression bar 4, 1 one end of C-shaped purlin main part is fixed in capital purlin support 9, and the other end is fixed with parapet pillar 8 by sewing material 3 in some, interior day The two ends flanging of ditch 2 is fixed with parapet pillar 8 and C-shaped purlin main part 1 by tapping screw, and C-shaped purlin main part 1 only serves support Interior gutter 2 is acted on, and does not start the effect of load-bearing, in order to increase overall structural strength the lower section of interior gutter 2 be provided with for The depression bar 4 of load-bearing.
But depression bar 4 is used as the Force transmission partses of steel-structure factory building longitudinal direction, main structure can be produced after moving horizontally certain inclined Mental and physical efforts, the stress to steel-structure factory building are unfavorable, and particularly when steel column section is little, depression bar 4 is moveable in the horizontal direction Distance is just less, and pole is unfavorable for the installation of later stage rain pipe.
As described in connection with figs 4-6, gutter pressure rod structure in a kind of steel-structure factory building of the present utility model, including two C-shaped purlins Main part 1, interior gutter 2, interior sew material 3 and subfix material 5, two C-shaped purlin main parts 1 are dorsad arranged symmetrically, two C-shaped purlin main parts 1 Middle part welded together by sewing material 3 (adopting angle steel) in some, lower surface is by some subfix materials (adopting angle steel) Weld together;Piece opening of C-shaped purlin main part 1 side is welded with the first connecting plate 6, and the first connecting plate 6 is by bolt C-shaped Purlin main part 1 is fixed on parapet pillar 8, and another opening of C-shaped purlin main part 1 side is welded with the second connecting plate 7, and second connects Fishplate bar 7 is fixed on C-shaped purlin main part 1 in capital purlin support 9 by bolt, by arranging the first connecting plate 6 and the second connecting plate 7 So that easier for installation;Two C-shaped purlin main parts 1, interior sew material 3 and subfix material 5 is fitted together and holds interior gutter 2, interior The two ends flanging of gutter 2 is separately fixed at by tapping screw on the upper surface of two C-shaped purlin main parts 1, the lower end of interior gutter 2 Face is arranged on 5 upper surface of subfix material, and welding is fixed with parapet pillar 8 and capital purlin support 9 respectively in the two ends of subfix material 5 so that Two C-shaped purlin main parts 1 can also bear longitudinal pressure holding interior gutter 2.
During installation, for avoiding interior gutter 2 and downpipe from colliding, interior gutter 2 should be smooth installed in two C-shaped purlin masters On part 1;In order that interior gutter is unlikely to C-shaped purlin main part and excessive deformation occurs when there are hydrops, and downwarp hydrops are reduced, interior Sew material 3 and subfix material 5 is welded across a certain distance between C-shaped purlin main part;By two C-shaped purlin main parts, interior sew material 3, under Sew material 5 and interior gutter 2 is combined into an entirety, improve vertical rigidity and the stability of steel-structure factory building, while causing steel knot Structure Factory Building also can bear certain lateral impact, be highly resistant to internal gutter sidewall impact load during roof drainage.

Claims (2)

1. gutter pressure rod structure in a kind of steel-structure factory building, it is characterised in that:Be open the C-shaped purlin being dorsad arranged symmetrically including two Bar main part (1) and the interior gutter (2) being arranged in C-shaped purlin main part (1);Two C-shaped purlin main part (1) if in the middle part of by Sew material (3) to be fixedly connected in dry root, lower end is fixedly connected by some subfix materials (5);One C-shaped purlin main part (1) Opening side is connected with parapet pillar (8), and another described C-shaped purlin main part (1) opening side is connected with capital purlin support (9); The two ends flanging of interior gutter (2) is separately fixed on the upper surface of two C-shapeds purlin main part (1), interior gutter (2) Lower surface is arranged on subfix material (5) upper surface, and subfix material (5) two ends are separately fixed at parapet pillar (8) and capital purlin In support (9).
2. gutter pressure rod structure in steel-structure factory building according to claim 1, it is characterised in that:A piece C-shaped purlin Main part (1) opening side is connected with parapet pillar (8) by the first connecting plate (6), and another C-shaped purlin main part (1) opens Mouth side is connected with capital purlin support (9) by the second connecting plate (7).
CN201620910903.8U 2016-08-19 2016-08-19 Gutter pressure rod structure in a kind of steel-structure factory building Expired - Fee Related CN206016088U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620910903.8U CN206016088U (en) 2016-08-19 2016-08-19 Gutter pressure rod structure in a kind of steel-structure factory building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620910903.8U CN206016088U (en) 2016-08-19 2016-08-19 Gutter pressure rod structure in a kind of steel-structure factory building

Publications (1)

Publication Number Publication Date
CN206016088U true CN206016088U (en) 2017-03-15

Family

ID=58250656

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620910903.8U Expired - Fee Related CN206016088U (en) 2016-08-19 2016-08-19 Gutter pressure rod structure in a kind of steel-structure factory building

Country Status (1)

Country Link
CN (1) CN206016088U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736434A (en) * 2018-12-28 2019-05-10 深圳广田集团股份有限公司 Big specification purlin installation method and construction technology on a kind of long-span deformed roofing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109736434A (en) * 2018-12-28 2019-05-10 深圳广田集团股份有限公司 Big specification purlin installation method and construction technology on a kind of long-span deformed roofing

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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

Granted publication date: 20170315

Termination date: 20200819

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