CN107905461A - It is a kind of to meet flexible desired stainless steel gutter docking node and its construction method - Google Patents
It is a kind of to meet flexible desired stainless steel gutter docking node and its construction method Download PDFInfo
- Publication number
- CN107905461A CN107905461A CN201711444874.6A CN201711444874A CN107905461A CN 107905461 A CN107905461 A CN 107905461A CN 201711444874 A CN201711444874 A CN 201711444874A CN 107905461 A CN107905461 A CN 107905461A
- Authority
- CN
- China
- Prior art keywords
- deformation joint
- gutter
- baffle
- stainless steel
- transverse slat
- 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
Links
- 229910001220 stainless steel Inorganic materials 0.000 title claims abstract description 56
- 239000010935 stainless steel Substances 0.000 title claims abstract description 56
- 238000003032 molecular docking Methods 0.000 title claims abstract description 16
- 238000010276 construction Methods 0.000 title abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 238000005452 bending Methods 0.000 claims description 21
- XKRFYHLGVUSROY-UHFFFAOYSA-N Argon Chemical compound [Ar] XKRFYHLGVUSROY-UHFFFAOYSA-N 0.000 claims description 18
- 229910052786 argon Inorganic materials 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 9
- 230000000694 effects Effects 0.000 claims description 6
- 238000011017 operating method Methods 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
- E04D13/068—Means for fastening gutter parts together
Abstract
The present invention relates to a kind of gutter to dock node, more particularly to a kind of stainless steel gutter docking node for meeting flexible requirement and its construction method, belongs to field of steel structure.Including left gutter and right gutter, the end of the left gutter is with the end of right gutter by being telescopically connected to connected components in compartment；Described includes left deformation joint baffle and right deformation joint baffle to connected components, the two side ends on the left deformation joint baffle top are respectively equipped with the vertical baffle of deformation joint, it is in movable positioning that the vertical baffle of the deformation joint, which distinguishes left gutter and right gutter, the left deformation joint baffle is connected with left gutter, the right deformation joint baffle is connected with right gutter, and the right deformation joint baffle is located at the bottom of left deformation joint baffle.It is a kind of to meet that flexible desired stainless steel gutter docking node and its construction method are compact-sized, improve performance.
Description
Technical field
The present invention relates to a kind of gutter to dock node, more particularly to a kind of stainless steel gutter docking section for meeting flexible requirement
Point and its construction method, belong to field of steel structure.
Background technology
With the fast development of contemporary metal roof board system and extensive use, the day ditch water discharge system to match with metal Roof
The application such as system, outer layer decorative system, drop preventer, global anti-wind system is also increasingly wider, is now widely used in exhibitions, airport, vapour
The projects of building together such as car (train) station, stadiums, arts center.
Any material can all have the phenomenon of rising-heat contracting-cold, and for stainless steel gutter, tens meters of long gutters should in temperature
Power effect is lower to produce very big dilatation.Bad a series of problems, such as necessarily bringing the drawing crack of stainless steel gutter, leak is handled,
And the waterproof of roofing is a premiere feature of Roof system, gutter is the important channel of roof drainage again, it is therefore necessary to conscientious
Treat.
The content of the invention
The present invention mainly solves the deficiencies in the prior art, there is provided and it is a kind of compact-sized, it is cold thoroughly to solve heat expansion
Contract the destruction that brings, ensure that a kind of satisfaction of gutter seal is stretched the stainless steel gutter docking node and its construction party of requirement
Method.
The above-mentioned technical problem of the present invention is mainly what is be addressed by following technical proposals：
It is a kind of to meet flexible desired stainless steel gutter docking node, including left gutter and right gutter, the left gutter
End and right gutter end by being telescopically connected to connected components in compartment；Described keeps off connected components including left deformation joint
Plate and right deformation joint baffle, the two side ends on the left deformation joint baffle top are respectively equipped with the vertical baffle of deformation joint, described
The vertical baffle of deformation joint is in movable positioning with left gutter and right gutter respectively, and the left deformation joint baffle connects with left gutter
Connect, the right deformation joint baffle is connected with right gutter, and the right deformation joint baffle is located at the bottom of left deformation joint baffle.
Preferably, the left deformation joint baffle includes left deformation joint transverse slat, the left side of the left deformation joint transverse slat
Left deformation joint long riser of the end equipped with bending downward vertically and with left gutter in airtight connection, the right side of the left deformation joint transverse slat
Side is equipped with the short riser of left deformation joint of bending downward vertically；
The right deformation joint baffle includes right deformation joint transverse slat, and the right deformation joint transverse slat is located at left deformation joint transverse slat
Bottom, the left-hand end of the right deformation joint transverse slat is equipped with bending downward vertically and is in the right deformation of airtight connection with right gutter
Riser is stitched, the right deformation joint riser is between the long riser of left deformation joint and the short riser of left deformation joint；
The two side ends of the left deformation joint transverse slat are respectively equipped with the change that bending perpendicular with the vertical baffle of deformation joint is fixed
Shape stitches vertical baffle.
Preferably, the width of the vertical baffle of the deformation joint is more than the width of left deformation joint transverse slat, the deformation
The width for stitching vertical baffle left end extends the left end of left deformation joint transverse slat.
Preferably, the top of the left gutter, the top of right gutter are respectively equipped with gutter bending part, the deformation
The top for stitching vertical baffle is equipped with the deformation joint bending part to fit with gutter bending part.
Preferably, the left gutter is stretched with right gutter by the way that formula is adjusted to connected components.
A kind of operating method for meeting flexible desired stainless steel gutter docking node, according to the following steps：
A, right deformation joint baffle and stainless steel gutter are fixed：
It is that right deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter side first；
B, left deformation joint baffle and stainless steel gutter are fixed：
Left deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter opposite side again；
C, the vertical baffle of deformation joint and stainless steel gutter and left deformation joint baffle are fixed：
Left deformation joint baffle is buckled on right deformation joint baffle, is then fixed on the vertical baffle argon arc welding (full weld) of deformation joint
On stainless steel gutter and left deformation joint baffle；
D, stainless steel gutter both ends are relatively free to slide in length direction：
The vertical baffle of left deformation joint baffle and deformation joint is fixed on the same side of stainless steel gutter, and right deformation joint baffle is fixed
It is not connected in the opposite side of stainless steel gutter with left deformation joint baffle, stainless steel gutter can be in gutter under temperature stress effect
Length direction freely stretches, therefore stainless steel gutter can be free to slide flexible in fixed seat in temperature change, will not produce
Raw temperature stress and deformation.
Can be free to slide flexible in fixed seat during this structure change, temperature stress and deformation will not be produced.
This tectonic sieving had both solved gutter because length is long, and expanding with heat and contract with cold in temperature change causes gutter drawing crack, again
Solve the problems, such as water-proofing treatment of the gutter in open position, while in turn ensure that stainless steel gutter originally undertook whole roof drainage
Function.
Effect and advantage：
1. such a expansion joint structure can adapt to the requirement of stainless steel gutter temperature change and ensure that long-term temperature answers masterpiece
With the reliability of lower stainless steel gutter not drawing crack leak.
Stretch 2. such a expansion joint structure efficiently solves stainless steel gutter because of long under temperature stress effect
The problem of drawing crack.
3. such a expansion joint structure efficiently solves the waterproof problem after stainless steel gutter disconnects.
4. such a expansion joint structure solves outside the drawing crack of stainless steel gutter and leakage hidden trouble while meets whole roofing
Drain function.
The present invention provides a kind of stainless steel gutter docking node for meeting flexible requirement and its construction method, compact-sized,
Improve performance.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the present invention；
Fig. 2 is 1-1 schematic cross-sectional views in Fig. 1；
Fig. 3 is 2-2 schematic cross-sectional views in Fig. 1；
Fig. 4 is the structure diagram of left deformation joint baffle in the present invention；
Fig. 5 is the structure diagram of right deformation joint baffle in the present invention；
Fig. 6 is the structure diagram of the vertical baffle of deformation joint in the present invention.
Embodiment
Below with reference to the embodiments and with reference to the accompanying drawing the technical solutions of the present invention will be further described.
Embodiment 1：It is a kind of to meet flexible desired stainless steel gutter pair as shown in Figure 1, Figure 2 shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 6
Connect node, including left gutter 1 and right gutter 2, the end of the end of the left gutter 1 and right gutter 2 by being in connected components
Compartment is telescopically connected；Described includes left deformation joint baffle 3 and right deformation joint baffle 4, the left deformation joint to connected components
The two side ends on 3 top of baffle are respectively equipped with the vertical baffle 5 of deformation joint, the vertical baffle 5 of the deformation joint respectively with left gutter 1 and
Right gutter 2 is in movable positioning, and the left deformation joint baffle 3 is connected with left gutter 1, the right deformation joint baffle 4 and the right side
Gutter 2 connects, and the right deformation joint baffle 4 is located at the bottom of left deformation joint baffle 3.
The left deformation joint baffle 3 includes left deformation joint transverse slat 6, and the left-hand end of the left deformation joint transverse slat 6 is equipped with
Bending downward vertically and the long riser 7 of left deformation joint with left gutter 1 in airtight connection, the right side of the left deformation joint transverse slat 6
Left deformation joint short riser 8 of the end equipped with bending downward vertically；
The right deformation joint baffle 4 includes right deformation joint transverse slat 9, and the right deformation joint transverse slat 9 is located at left deformation joint
The bottom of transverse slat 6, the left-hand end of the right deformation joint transverse slat 9 are equipped with bending downward vertically and are in airtight connection with right gutter 2
Right deformation joint riser 10, the right deformation joint riser 10 is located between the long riser 7 of left deformation joint and the short riser 8 of left deformation joint；
The two side ends of the left deformation joint transverse slat 6 are respectively equipped with what 5 perpendicular bending of baffle vertical with deformation joint was fixed
The vertical baffle 11 of deformation joint.
The width of the vertical baffle 11 of the deformation joint is more than the width of left deformation joint transverse slat 6, and the deformation joint is vertical
The width of 5 left end of baffle extends the left end of left deformation joint transverse slat 6.
Top, the top of right gutter 2 of the left gutter 1 are respectively equipped with gutter bending part 12, and the deformation joint erects
The deformation joint bending part 13 to fit with gutter bending part 12 is equipped with to the top of baffle 5.
The left gutter 1 is stretched with right gutter 2 by the way that formula is adjusted to connected components.
A kind of operating method for meeting flexible desired stainless steel gutter docking node, according to the following steps：
A, right deformation joint baffle and stainless steel gutter are fixed：
It is that right deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter side first；
B, left deformation joint baffle and stainless steel gutter are fixed：
Left deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter opposite side again；
C, the vertical baffle of deformation joint and stainless steel gutter and left deformation joint baffle are fixed：
Left deformation joint baffle is buckled on right deformation joint baffle, is then fixed on the vertical baffle argon arc welding (full weld) of deformation joint
On stainless steel gutter and left deformation joint baffle；
D, stainless steel gutter both ends are relatively free to slide in length direction：
The vertical baffle of left deformation joint baffle and deformation joint is fixed on the same side of stainless steel gutter, and right deformation joint baffle is fixed
It is not connected in the opposite side of stainless steel gutter with left deformation joint baffle, stainless steel gutter can be in gutter under temperature stress effect
Length direction freely stretches, therefore stainless steel gutter can be free to slide flexible in fixed seat in temperature change, will not produce
Raw temperature stress and deformation.
Claims (6)
1. a kind of meet flexible desired stainless steel gutter docking node, it is characterised in that：Including left gutter (1) and right gutter
(2), the end of the left gutter (1) and the end of right gutter (2) are by being telescopically connected connected components in compartment；Described
Connected components are included with left deformation joint baffle (3) and right deformation joint baffle (4), the both sides on left deformation joint baffle (3) top
End is respectively equipped with the vertical baffle of deformation joint (5), the vertical baffle of the deformation joint (5) respectively with left gutter (1) and right gutter (2)
In movable positioning, the left deformation joint baffle (3) is connected with left gutter (1), the right deformation joint baffle (4) and right day
Ditch (2) connects, and the right deformation joint baffle (4) is located at the bottom of left deformation joint baffle (3).
A kind of 2. stainless steel gutter docking node for meeting flexible requirement according to claim 1, it is characterised in that：It is described
Left deformation joint baffle (3) include left deformation joint transverse slat (6), the left-hand end of the left deformation joint transverse slat (6), which is equipped with, to let droop
Straight bending and the long riser of left deformation joint (7) with left gutter (1) in airtight connection, the right side of the left deformation joint transverse slat (6)
Left deformation joint short riser (8) of the end equipped with bending downward vertically；
The right deformation joint baffle (4) includes right deformation joint transverse slat (9), and the right deformation joint transverse slat (9) is located at left deformation
The bottom of transverse slat (6) is stitched, the left-hand end of the right deformation joint transverse slat (9) is equipped with bending downward vertically and is in right gutter (2)
The right deformation joint riser (10) of airtight connection, the right deformation joint riser (10) are located at the long riser of left deformation joint (7) and left change
Shape is stitched between short riser (8)；
The two side ends of the left deformation joint transverse slat (6) are respectively equipped with what bending perpendicular with the vertical baffle of deformation joint (5) was fixed
The vertical baffle of deformation joint (5).
A kind of 3. stainless steel gutter docking node for meeting flexible requirement according to claim 2, it is characterised in that：It is described
The width of the vertical baffle of deformation joint (5) be more than the width of left deformation joint transverse slat (6), the vertical baffle of the deformation joint (5) is left
The width at end extends the left end of left deformation joint transverse slat (6).
A kind of 4. stainless steel gutter docking node for meeting flexible requirement according to claim 1 or 2, it is characterised in that：
Top, the top of right gutter (2) of the left gutter (1) are respectively equipped with gutter bending part (12), and the deformation joint is vertical
The top of baffle (5) is equipped with the deformation joint bending part (13) to fit with gutter bending part (12).
A kind of 5. stainless steel gutter docking node for meeting flexible requirement according to claim 1 or 2, it is characterised in that：
The left gutter (1) is stretched with right gutter (2) by the way that formula is adjusted to connected components.
6. a kind of operating method for meeting flexible desired stainless steel gutter docking node according to claim 1 or 2, its
It is characterized in that according to the following steps：
A, right deformation joint baffle and stainless steel gutter are fixed：
It is that right deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter side first；
B, left deformation joint baffle and stainless steel gutter are fixed：
Left deformation joint baffle argon arc welding (full weld) is fixed on stainless steel gutter opposite side again；
C, the vertical baffle of deformation joint and stainless steel gutter and left deformation joint baffle are fixed：
Left deformation joint baffle is buckled on right deformation joint baffle, is then fixed on the vertical baffle argon arc welding (full weld) of deformation joint stainless
On steel gutter and left deformation joint baffle；
D, stainless steel gutter both ends are relatively free to slide in length direction：
The vertical baffle of left deformation joint baffle and deformation joint is fixed on the same side of stainless steel gutter, and right deformation joint baffle is fixed on not
The opposite side of rust steel gutter is not connected to left deformation joint baffle, and stainless steel gutter can be in gutter length under temperature stress effect
Direction is freely stretched, therefore stainless steel gutter can be free to slide flexible in fixed seat in temperature change, will not produce temperature
Spend stress and deformation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711444874.6A CN107905461A (en) | 2017-12-27 | 2017-12-27 | It is a kind of to meet flexible desired stainless steel gutter docking node and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711444874.6A CN107905461A (en) | 2017-12-27 | 2017-12-27 | It is a kind of to meet flexible desired stainless steel gutter docking node and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107905461A true CN107905461A (en) | 2018-04-13 |
Family
ID=61871612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711444874.6A Pending CN107905461A (en) | 2017-12-27 | 2017-12-27 | It is a kind of to meet flexible desired stainless steel gutter docking node and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107905461A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203170A (en) * | 1996-01-30 | 1997-08-05 | Sekisui Chem Co Ltd | Preventing structure for splashing of eaves gutter water |
| CN201003249Y (en) * | 2007-01-10 | 2008-01-09 | 上海华艺幕墙系统工程有限公司 | Heterotype surface gutter connection structure |
| CN103061458A (en) * | 2012-12-28 | 2013-04-24 | 北京东方诚国际钢结构工程有限公司 | Connecting method of metal roof plate and gutter and waterproof eave water baffle plate |
| CN105442769A (en) * | 2015-12-21 | 2016-03-30 | 山东雅百特科技有限公司 | Gutter communication overflow-preventing structure and construction technology thereof |
| CN105908911A (en) * | 2016-06-02 | 2016-08-31 | 中冶东北建设（沈阳）工程技术有限公司 | Construction method for titanium-zinc board external decoration of arc-shaped roof |
| CN205935446U (en) * | 2016-06-29 | 2017-02-08 | 上海精锐金属建筑系统有限公司 | Open valley expansion joint guiding device |
| CN207700558U (en) * | 2017-12-27 | 2018-08-07 | 浙江东南网架股份有限公司 | It is a kind of to meet flexible desired stainless steel gutter docking node |
-
2017
- 2017-12-27 CN CN201711444874.6A patent/CN107905461A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09203170A (en) * | 1996-01-30 | 1997-08-05 | Sekisui Chem Co Ltd | Preventing structure for splashing of eaves gutter water |
| CN201003249Y (en) * | 2007-01-10 | 2008-01-09 | 上海华艺幕墙系统工程有限公司 | Heterotype surface gutter connection structure |
| CN103061458A (en) * | 2012-12-28 | 2013-04-24 | 北京东方诚国际钢结构工程有限公司 | Connecting method of metal roof plate and gutter and waterproof eave water baffle plate |
| CN105442769A (en) * | 2015-12-21 | 2016-03-30 | 山东雅百特科技有限公司 | Gutter communication overflow-preventing structure and construction technology thereof |
| CN105908911A (en) * | 2016-06-02 | 2016-08-31 | 中冶东北建设（沈阳）工程技术有限公司 | Construction method for titanium-zinc board external decoration of arc-shaped roof |
| CN205935446U (en) * | 2016-06-29 | 2017-02-08 | 上海精锐金属建筑系统有限公司 | Open valley expansion joint guiding device |
| CN207700558U (en) * | 2017-12-27 | 2018-08-07 | 浙江东南网架股份有限公司 | It is a kind of to meet flexible desired stainless steel gutter docking node |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180413 |