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 PDFInfo
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 30
- 238000009958 sewing Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 241000521257 Hydrops Species 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 210000001015 Abdomen Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003340 mental Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
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).
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)
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 |
-
2016
- 2016-08-19 CN CN201620910903.8U patent/CN206016088U/en not_active Expired - Fee Related
Cited By (1)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201228393Y (en) | Semi-punched core node of hollow sandwich steel tube concrete column and steel girder | |
CN206016088U (en) | Gutter pressure rod structure in a kind of steel-structure factory building | |
CN206467574U (en) | For finish rolling deformed bar anchorage sleeve fastener | |
CN202124933U (en) | Connecting structure for steel bar truss floor deck and concrete wall column | |
CN205475929U (en) | Steel construction arch without beam plate -column structure | |
CN207363078U (en) | A kind of assembled architecture roof structure | |
CN209145280U (en) | A kind of beam form board supporting structure | |
CN207568164U (en) | A kind of socket joint type key slot type scaffold end branch stake tool | |
CN206737271U (en) | A kind of a chain of bar connecting of bolt is buckled | |
CN206815795U (en) | A kind of new builder's jack component | |
CN206233582U (en) | A kind of Stripwise construction thing shuttering supporting and contraposition one fastener | |
CN205134784U (en) | Margin knot dot structure is received with eaves mouth to arch metal roofing | |
CN206591540U (en) | Basement bottom board cushion cap and engineering pile attachment structure | |
CN206174125U (en) | Connecting elements of H shape steel column and I -shaped girder steel | |
CN104533023B (en) | A kind of purlin and roof boarding and the connecting structure of girder steel | |
CN210013503U (en) | Shear wall and column footing reinforcing device for solving concrete slab staggering between floors | |
CN203113761U (en) | Wall connection structure of scaffold | |
CN207597728U (en) | A kind of roofing bottom plate fixing structure | |
CN208267410U (en) | A kind of reconstruction structure of old building | |
CN206143917U (en) | Connecting elements of steel pipe batter post | |
CN216587395U (en) | Roof drainage gutter | |
CN205421619U (en) | Cross wall plate structure of steel construction factory building | |
CN201133031Y (en) | V-shaped metal piece and light steel truss connected thereto | |
CN201151954Y (en) | Steel column and concrete column connection structure | |
CN205369599U (en) | Horizontal bed board waterproof node of steel structure industrial workshop wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |