CN207727781U - A kind of deformation joint of roof connecting structure - Google Patents
A kind of deformation joint of roof connecting structure Download PDFInfo
- Publication number
- CN207727781U CN207727781U CN201721510437.5U CN201721510437U CN207727781U CN 207727781 U CN207727781 U CN 207727781U CN 201721510437 U CN201721510437 U CN 201721510437U CN 207727781 U CN207727781 U CN 207727781U
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- CN
- China
- Prior art keywords
- deformation joint
- bank
- roof
- waterstop
- water
- 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
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- 238000005452 bending Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000004033 plastic Substances 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000002390 adhesive tape Substances 0.000 claims description 5
- 239000003292 glue Substances 0.000 claims description 5
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
A kind of deformation joint of roof connecting structure, including：The anti-bank of first, second deformation joint, is respectively arranged on the edge of the deformation joint of roof of the first, second roof sections, has gap between the anti-bank of the first, second deformation joint；Waterstop, both ends are overlapped on the anti-bank of the first, second deformation joint, and waterstop is located at gap location and bends downward the elastic bending part to be formed with drain function；Two water-proof bases, it is sheathed on the top of the anti-bank of the first, second deformation joint respectively, and pushes down the waterstop being overlapped on the anti-bank of the first, second deformation joint, pillar is equipped at the top of two water-proof bases, post side is equipped with card slot, and the card slot of two water-proof bases is oppositely arranged to form horizontal concrete chute；And waterproof cover, cover clasp on two water-proof bases and are held on pillar top, and slide bar is equipped in horizontal concrete chute, the utility model carries out water-proofing treatment, waterproof cover energy effective protection waterstop using waterstop to deformation joint.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to a kind of deformation joint of roof connecting structure.
Background technology
In industry and civil buildings, due to being influenced by factors such as temperature change, uneven settlement of foundation and earthquakes,
Additional stress and deformation will be generated inside building structure, will such as be dealt with improperly, it will caused the destruction of building, generated crack even
Collapse, influences use and safety.Its solution has：The globality for reinforcing building, with enough intensity and rigidity
These bursting stresses are overcome, without generating destruction；Structure is disconnected at these deformation sensitive positions in advance, reserves certain seam
Gap, the breakage for having enough deformed widths without causing building to ensure each section building in these gaps.It is this to incite somebody to action
The reserving gaps that building vertical segmentation comes are referred to as deformation joint.
Fabric structure is usually to be made of steel concrete, and armored concrete can be produced because of the variation of the factors such as temperature and humidity
Raw microdilatancy variation.Therefore, vertical clearance gap usually is set at building roof position appropriate, by wall column, floor layer, roofing layer
Equal components are completed to disconnect, and will build and be separated into several independent parts, to enable the reinforced concrete structure of building certainly
It is deformed by microdilatancy.Due to the deformation joint can the factors such as seasonal temperature variation at any time, floor load-bearing, cause the spacing of deformation joint to go out
Existing slight change.Therefore there must be good water-proofing treatment at deformation joint of roof, to prevent rainwater or soil from penetrating into building
In object room.
Currently, the deformation joint much built is used applies waterproof at gap, aluminium sheet or stainless steel plate buckle closure are then used
And be fixed on outside the deformation joint for being coated with waterproof, when larger relative motion occurs in deformation joint, it is easy to cause cover board loosening,
The case where even falling off, deformation joint caused to leak, to affect the living quality of building.
Utility model content
The utility model provides a kind of deformation joint of roof connection structure to solve the above problem of the existing technology
It makes, to solve the problems, such as that building deformation joint waterproof is susceptible to percolating water.
To achieve the above object, the utility model provides a kind of deformation joint of roof connecting structure, and building roofing is at least
With the first roof sections and the second roof sections, along building length direction between the first roof sections and the second roof sections
It disconnects, forms vertical tool deformation joint of roof at regular intervals, the connecting structure of the deformation joint of roof includes：
The anti-bank of first deformation joint is set on the edge of the deformation joint of roof of first roof sections；
The anti-bank of second deformation joint is set on the edge of the deformation joint of roof of second roof sections, and first
There is gap between the anti-bank of deformation joint and the anti-bank of the second deformation joint；
Waterstop, both ends are overlapped on the anti-bank of first deformation joint and the anti-bank of the second deformation joint, and the sealing
Band bends downward the elastic bending part to be formed with drain function positioned at gap location；
Two water-proof bases, are sheathed on the top of the anti-bank of the first deformation joint and the anti-bank of the second deformation joint respectively, and push down and take
The waterstop being connected on the anti-bank of the first deformation joint and the anti-bank of the second deformation joint is equipped with pillar at the top of two water-proof bases, institute
It states post side and is equipped with card slot, the card slot of two water-proof bases is oppositely arranged to form horizontal concrete chute；And
Waterproof cover, cover clasp on two water-proof bases and are held on pillar top, slide bar is equipped in the horizontal concrete chute,
The connecting screw through the slide bar center and the waterproof cover center is equipped between the slide bar and the waterproof cover.
As the further preferred technical solution of the utility model, the waterstop and the anti-bank of the first deformation joint and second become
Shape stitches the lap width between anti-bank and is not less than 70mm.
As the further preferred technical solution of the utility model, the waterstop and the anti-bank of the first deformation joint and second become
Shape is stitched the lap-joint between anti-bank and is bonded using glue.
As the further preferred technical solution of the utility model, two water-proof bases are all made of the swollen anchor bolt difference of plastics
It is fixedly connected with the anti-bank of the first deformation joint and the anti-bank of the second deformation joint.
As the further preferred technical solution of the utility model, the pillar top and waterproof cover of the water-proof base it
Between be equipped with waterproof adhesive tape, be additionally provided with the water stop spacer for being attached to connecting screw at the top of the waterproof cover.
As the further preferred technical solution of the utility model, the width of the deformation joint of roof be 25mm~
800mm, and it is equipped with back-fire relief band further below between the deformation joint of roof and positioned at waterstop.
The deformation joint of roof connecting structure of the utility model can reach following advantageous effect：
The deformation joint of roof connecting structure of the utility model, by including：The anti-bank of first deformation joint, is set to described first
On the edge of the deformation joint of roof of roof sections；The anti-bank of second deformation joint is set to the described of second roof sections
On the edge of deformation joint of roof, and there is gap between the anti-bank of the first deformation joint and the anti-bank of the second deformation joint；Waterstop, two
End is overlapped on the anti-bank of first deformation joint and the anti-bank of the second deformation joint, and the waterstop is turned under positioned at gap location
Folding forms the elastic bending part with drain function；Two water-proof bases are sheathed on the anti-bank of the first deformation joint and second and become respectively
Shape stitches the top of anti-bank, and pushes down the waterstop being overlapped on the anti-bank of the first deformation joint and the anti-bank of the second deformation joint, two waterproofs
Pillar is equipped at the top of pedestal, the post side is equipped with card slot, and the card slot of two water-proof bases is oppositely arranged with shape
At horizontal concrete chute；And waterproof cover, cover clasp on two water-proof bases and are held on pillar top, set in the horizontal concrete chute
There is slide bar, the connection through the slide bar center and the waterproof cover center is equipped between the slide bar and the waterproof cover
Screw rod so that the utility model using waterstop to deformation joint carry out water-proofing treatment, waterproof cover energy effective protection waterstop,
Avoid water blocking tape because exposing to the sun and rain due to ageing failure, meanwhile, it is connected using slide bar between waterproof cover and water-proof base, it can be always
Keep waterproof cover to be in the centre position of deformation joint, do not influenced by deformation joint deformation, to ensure the normal waterproof of water blocking tape,
Its service life is extended while leakproof.
Description of the drawings
Utility model will be further described in detail below with reference to the attached drawings and specific embodiments.
Fig. 1 is the structural schematic diagram for the example that the utility model deformation joint of roof connecting structure provides；
Fig. 2 is that schematic diagram is reserved and handled to the deformation joint notch for the example that this practicality newly provides；
Fig. 3 is the waterstop scheme of installation for the example that this practicality newly provides；
Fig. 4 is the water-proof base scheme of installation for the example that this practicality newly provides；
Fig. 5 is the waterproof cover scheme of installation for the example that this practicality newly provides.
In figure：1, the first roof sections, the 2, second roof sections, the 3, first anti-bank of deformation joint, the 4, second anti-bank of deformation joint,
5, water-proof base, 6, the swollen anchor bolt of plastics, 7, waterproof cover, 8, waterproof adhesive tape, 9, connecting screw, 10, slide bar, 11, waterstop,
12, back-fire relief band.
The utility model aim is realized, the embodiments will be further described with reference to the accompanying drawings for functional characteristics and advantage.
Specific implementation mode
Below in conjunction with attached drawing and specific implementation mode, the utility model is described further.In preferred embodiment
Cited such as "upper", "lower", "left", "right", " centre " and " one " term, only being illustrated for ease of narration, rather than to
The enforceable range of the utility model is limited, relativeness is altered or modified, in the case where changing technology contents without essence, when also
It is considered as the enforceable scope of the utility model.
Fig. 1 is the structural schematic diagram for the example that the utility model deformation joint of roof connecting structure provides, as shown in Fig. 1
Deformation joint of roof connecting structure, building roofing at least have the first roof sections 1 and the second roof sections 2, the first roofing
It is disconnected along building length direction between part 1 and the second roof sections 2, forms the roofing deformation at regular intervals of vertical tool
Seam, the connecting structure of the deformation joint of roof include：
The anti-bank 3 of first deformation joint, is set on the edge of the deformation joint of roof of first roof sections 1；
The anti-bank 4 of second deformation joint, is set on the edge of the deformation joint of roof of second roof sections 2, and the
There is gap between the anti-bank 3 of one deformation joint and the anti-bank of second deformation joint 4；
Waterstop 11, both ends are overlapped on the anti-bank 3 of first deformation joint and the anti-bank of second deformation joint 4, and described
Waterstop is located at gap location and bends downward the elastic bending part to be formed with drain function；
Two water-proof bases 5, are sheathed on the top of the anti-bank of anti-3 and second deformation joint of bank of the first deformation joint 4 respectively, and push down
The waterstop 11 being overlapped on the anti-bank of anti-3 and second deformation joint of bank of the first deformation joint 4, the top of two water-proof bases 5 is equipped with
Pillar, the post side are equipped with card slot, and the card slot of two water-proof bases 5 is oppositely arranged to form horizontal concrete chute；And
Waterproof cover 7, cover clasp on two water-proof bases 5 and are held on pillar top, be equipped with and slide in the horizontal concrete chute
Bar 10 is equipped between the slide bar 10 and the waterproof cover 7 through 10 center of the slide bar and 7 center of the waterproof cover
Connecting screw 9.
In specific implementation, the overlap joint between the waterstop 11 and the anti-bank of anti-3 and second deformation joint of bank of the first deformation joint 4 is wide
Degree is not less than 70mm, and the lap-joint between the waterstop 11 and the anti-bank of anti-3 and second deformation joint of bank of the first deformation joint 4 uses glue
Water is bonded.
In specific implementation, two water-proof bases 5 be all made of the swollen anchor bolt of plastics 6 respectively with the anti-bank 3 of the first deformation joint and
The anti-bank of two deformation joints 4 is fixedly connected.
In specific implementation, waterproof adhesive tape 8 is equipped between the pillar top and waterproof cover 7 of the water-proof base 5, it is described anti-
The top of water cover plate 7 is additionally provided with the water stop spacer for being attached to connecting screw 9.
In specific implementation, the width of the deformation joint of roof is 25mm~800mm, and between the deformation joint of roof and position
It is equipped with back-fire relief band 12 further below in waterstop 11.
In order to allow those skilled in the art to more fully understand and realize the technical solution of the utility model, brief description sheet
The work progress of embodiment, Specific construction step and requirement are as follows：
Step 1: the notch of deformation joint is reserved and handles；
1, notch reservation process is at shape as shown in Figure 2.
2, the straightness of whole seam is kept.
3, notch both sides installation base surface is kept smooth, bright and clean.
4, the installation base surface on notch both sides is kept in the same plane.
5, sundries and rubbish in clean seam are removed.
Step 2: patch waterstop 11；
1, installation base surface is cleaned out.
2, snap the line determines the lap position that waterstop 11 is bonded, and it is 70mm that waterstop 11, which is bonded width with installation base surface,.
3, installation base surface and 11 both sides of waterstop fitting position on brush base's glue respectively, when its drying to it is tack-free when
Fitting flattens, compacting, after the completion shape as shown in Figure 3.
4, roof stretching seam waterstop 11 has to install draining, and there are two types of methods, a kind of method：Waterstop 11 is connected
It is connected to the waterstop 11 or internal layer leather strap at exterior wall expansion joint.Another method：Downpipe is installed on waterstop 11.
Step 3: installation water-proof base 5；
1, water-proof base 5 is laid out, it will be on the position mark to installation base surface in hole on pedestal with red paint.
2, in mark position boring of electric hammer, plastic dowel sleeve is loaded onto.
3, fixed water-proof base 5, screws on self-drilling connection plastic dowel sleeve and fixes.
4, the muscle of article rubber water stop is inserted in aluminium alloy base seat groove.Shape as shown in Figure 4 after the completion.
Step 4: installation slide bar 10, waterproof cover 7；
1, waterproof cover 7 is laid out, 10 installation site of slide bar is tagged on water-proof base 5.
2, slide bar 10 is tentatively fixed to position to be mounted with adhesive tape.
3, fixed waterproof cover 7, by connecting screw 9 through waterproof cover 7 and slide bar 10, and screws on 10 screw of slide bar.
4,7 joint both sides of waterproof cover are aligned.
5, stainless steel strip is sticked in 7 joint gluing of waterproof cover.Strip of paper used for sealing both sides glue smoothes out.After the completion such as Fig. 5 institutes
Show shape.
Although the foregoing describe specific embodiment of the present utility model, those skilled in the art should manage
Solution, these are merely examples, various changes or modifications can be made to present embodiment, without departing from the original of the utility model
Reason and essence, the scope of protection of the utility model are only limited by the claims that follow.
Claims (6)
1. a kind of deformation joint of roof connecting structure, building roofing at least has the first roof sections and the second roof sections, the
It is disconnected along building length direction between one roof sections and the second roof sections, forms vertical tool roofing at regular intervals
Deformation joint, which is characterized in that the connecting structure of the deformation joint of roof includes：
The anti-bank of first deformation joint is set on the edge of the deformation joint of roof of first roof sections；
The anti-bank of second deformation joint is set on the edge of the deformation joint of roof of second roof sections, and the first deformation
Stitching has gap between anti-bank and the anti-bank of the second deformation joint；
Waterstop, both ends are overlapped on the anti-bank of first deformation joint and the anti-bank of the second deformation joint, and the waterstop position
The elastic bending part to be formed with drain function is bent downward in gap location；
Two water-proof bases, are sheathed on the top of the anti-bank of the first deformation joint and the anti-bank of the second deformation joint respectively, and push down and be overlapped on
Waterstop on the anti-bank of first deformation joint and the anti-bank of the second deformation joint is equipped with pillar at the top of two water-proof bases, described convex
Column side is equipped with card slot, and the card slot of two water-proof bases is oppositely arranged to form horizontal concrete chute；And
Waterproof cover, cover clasp on two water-proof bases and are held on pillar top, and slide bar is equipped in the horizontal concrete chute, described
The connecting screw through the slide bar center and the waterproof cover center is equipped between slide bar and the waterproof cover.
2. deformation joint of roof connecting structure according to claim 1, which is characterized in that the waterstop and the first deformation joint
Lap width between anti-bank and the anti-bank of the second deformation joint is not less than 70mm.
3. deformation joint of roof connecting structure according to claim 2, which is characterized in that the waterstop and the first deformation joint
Lap-joint between anti-bank and the anti-bank of the second deformation joint is bonded using glue.
4. deformation joint of roof connecting structure according to claim 3, which is characterized in that two water-proof bases are all made of plastics
Swollen anchor bolt is fixedly connected with the anti-bank of the first deformation joint and the anti-bank of the second deformation joint respectively.
5. deformation joint of roof connecting structure according to claim 4, which is characterized in that the pillar top of the water-proof base
It is equipped with waterproof adhesive tape between waterproof cover, the water stop spacer for being attached to connecting screw is additionally provided at the top of the waterproof cover.
6. deformation joint of roof connecting structure according to claim 5, which is characterized in that the width of the deformation joint of roof is
25mm~800mm, and it is equipped with back-fire relief band further below between the deformation joint of roof and positioned at waterstop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721510437.5U CN207727781U (en) | 2017-11-13 | 2017-11-13 | A kind of deformation joint of roof connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721510437.5U CN207727781U (en) | 2017-11-13 | 2017-11-13 | A kind of deformation joint of roof connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727781U true CN207727781U (en) | 2018-08-14 |
Family
ID=63087594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721510437.5U Expired - Fee Related CN207727781U (en) | 2017-11-13 | 2017-11-13 | A kind of deformation joint of roof connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727781U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113818705A (en) * | 2021-10-13 | 2021-12-21 | 上海建工七建集团有限公司 | Roof expansion joint temporary cover plate convenient to assemble and disassemble and installation method |
-
2017
- 2017-11-13 CN CN201721510437.5U patent/CN207727781U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113818705A (en) * | 2021-10-13 | 2021-12-21 | 上海建工七建集团有限公司 | Roof expansion joint temporary cover plate convenient to assemble and disassemble and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 518000 5th floor, building a, Jihong R & D building, No. 1, Binglang Road, Fubao street, Futian District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Wande Construction Group Co.,Ltd. Address before: 518000, Guangdong Province, Shenzhen Futian Free Trade Zone, areca Road 1, Ji Hong research and development building A building three layer Patentee before: SHENZHEN WANDE DECORATION DESIGN ENGINEERING Co.,Ltd. |
|
| 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: 20180814 |