CN207727783U - A kind of constructing structure of seismic floor joint - Google Patents
A kind of constructing structure of seismic floor joint Download PDFInfo
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- CN207727783U CN207727783U CN201721527733.6U CN201721527733U CN207727783U CN 207727783 U CN207727783 U CN 207727783U CN 201721527733 U CN201721527733 U CN 201721527733U CN 207727783 U CN207727783 U CN 207727783U
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- Prior art keywords
- bank
- joint
- aseismatic
- gap
- aseismatic joint
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- 239000002184 metal Substances 0.000 claims abstract description 37
- 229910052751 metal Inorganic materials 0.000 claims abstract description 37
- 239000003292 glue Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 2
- 230000006378 damage Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 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 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
A kind of constructing structure of seismic floor joint, including：The anti-bank of first, second aseismatic joint, is set on the edge of the seismic floor joint of the first, second above ground portion, and has gap between the anti-bank of the first, second aseismatic joint；Waterstop, both ends are overlapped in respectively on the anti-bank of the first, second aseismatic joint；Two metal bases, it is respectively arranged at the top of the anti-bank of the first, second aseismatic joint, and push down on the waterstop being overlapped on the anti-bank of the first, second aseismatic joint, two metal bases extend respectively to gap location and the end of its extension is additionally provided with downwardly projecting sliding slot, and litter is equipped in sliding slot；Metal cover board is withheld along the center in gap between two metal bases, the center line in metal cover board upper edge gap be equipped at intervals with it is several downward through connecting rod；Decorative layer is respectively arranged on the anti-bank of the first, second aseismatic joint and metal cover board, and the utility model can guarantee the flatness and integrality on ground, and with waterproof, drain function.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to a kind of constructing structure of seismic floor joint.
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 be
Building destruction is avoided, the reserving gaps that building vertical segmentation comes are referred to as aseismatic joint by shockproof requirements.
Fabric structure is usually to be made of steel concrete, and armored concrete can or can not be because of the change of the factors such as temperature and humidity
Change will produce microdilatancy variation, and when an earthquake occurs, the earth's crust is influenced by seismic energy Reeb, also can be to the opposite of fabric structure
Movement, be that fabric structure is destroyed, how to reduce because earthquake zone come to destroy, currently, for avoid building destruction by
The vertical build joint of shockproof requirements setting.The seam is generally located on the sensitive part of malformation, along house foundation top surface
Setting comprehensively so that building is divided into the uniform unit independent deformation of several rigidity, since building is divided into energy multiple independent
Unit, the flatness needed for waterproof construction and ground to separate unit affect, and increase design, difficulty of construction.
Utility model content
The utility model provides a kind of construction structure of seismic floor joint to solve the above problem of the existing technology
It makes, to solve the problems, such as building earth's surface aseismatic joint waterproof and flatness.
To achieve the above object, the utility model provides a kind of constructing structure of seismic floor joint, and building ground is at least
With the first above ground portion and the second above ground portion, the first above ground portion is separated vertical to be formed with the second above ground portion
The constructing structure of seismic floor joint with certain length, the seismic floor joint includes：
The anti-bank of first aseismatic joint is set on the edge of the seismic floor joint of first above ground portion；
The anti-bank of second aseismatic joint is set on the edge of the seismic floor joint of second above ground portion, and first
There is gap between the anti-bank of aseismatic joint and the anti-bank of the second aseismatic joint；
Waterstop, both ends are overlapped in respectively on the anti-bank of first aseismatic joint and the anti-bank of the second aseismatic joint, and described
The middle part of waterstop bends downward the elastic bending part to be formed with drain function in the gap location；
Two metal bases, are respectively arranged at the top of the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, and push down and take
It is connected on the waterstop on the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, two metal bases extend respectively to the gap
Place and the end of its extension are additionally provided with downwardly projecting sliding slot, and litter is equipped in the sliding slot；
Metal cover board is withheld along the center in gap between two metal bases, gap described in the metal cover board upper edge
Center line be equipped at intervals with it is several downward through connecting rod, the connecting rod passes through the center of the litter, and in connecting rod
It is additionally provided with anti-seismic spring positioned at the lower end of litter；And
Decorative layer is respectively arranged on the anti-bank of the first aseismatic joint, the anti-bank of the second aseismatic joint and metal cover board, and gold
Belong to and is reserved with gap between cover board and decorative layer.
As the further preferred technical solution of the utility model, the waterstop and the anti-bank of the first aseismatic joint and second resist
Shake 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 aseismatic joint and second resist
Shake is stitched the lap-joint between anti-bank and is bonded using glue.
As the further preferred technical solution of the utility model, two metal bases are all made of the swollen anchor bolt difference of plastics
It is fixedly connected with the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint.
As the further preferred technical solution of the utility model, the decorative layer on the cover board and the anti-bank of the first aseismatic joint
On decorative layer between, and it is reserved between the decorative layer on the anti-bank of the second aseismatic joint have the gap, in the gap
It is coated with gap-filling glue.
As the further preferred technical solution of the utility model, the width of the seismic floor joint is 25mm~800mm,
It is equipped with back-fire relief band further below between the aseismatic joint and positioned at waterstop.
The constructing structure of the seismic floor joint of the utility model can reach following advantageous effect：
The constructing structure of the seismic floor joint of the utility model, building ground at least have the first above ground portion and the second ground
Face part, the separated seismic floor with certain length vertical with formation of the first above ground portion and the second above ground portion
Seam, the constructing structure of the seismic floor joint is by including：The anti-bank of first aseismatic joint is set to the institute of first above ground portion
It states on the edge of seismic floor joint；The anti-bank of second aseismatic joint is set to the seismic floor joint of second above ground portion
On edge, and there is gap between the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint；Waterstop, both ends are overlapped in respectively
On the anti-bank of first aseismatic joint and the anti-bank of the second aseismatic joint, and the middle part of the waterstop is turned under in the gap location
Folding forms the elastic bending part with drain function；Two metal bases are respectively arranged at the anti-bank of the first aseismatic joint and second and resist
The top of anti-bank is stitched in shake, and is pushed down on the waterstop being overlapped on the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, two gold
Category pedestal extends respectively to the gap location and the end of its extension is additionally provided with downwardly projecting sliding slot, is equipped in the sliding slot
Litter；Metal cover board is withheld along the center in gap between two metal bases, in gap described in the metal cover board upper edge
Heart line be equipped at intervals with it is several downward through connecting rod, the connecting rod passes through the center of the litter, and is located in connecting rod
The lower end of litter is additionally provided with anti-seismic spring；And decorative layer, it is respectively arranged at the anti-bank of the first aseismatic joint, the anti-bank of the second aseismatic joint,
And on metal cover board, and gap is reserved between metal cover board and decorative layer, the aseismatic joint of the utility model can make building
Ground is divided into smaller part, forms relatively independent vibration-preventing unit, to be conducive to earthquake-resistant structure and basis can not turn off
Building structure, avoid caused by earthquake building from integrally shaking uncoordinated, and lead to the problem of destruction, simultaneously, it is ensured that ground
The flatness and integrality in face, and with waterproof, drain function.
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 constructing structure of the utility model seismic floor joint provides；
In figure：1, the first above ground portion, the 2, second above ground portion, 3, the swollen anchor bolt of plastics, 4, metal base, 5, decoration
Layer, 6, metal cover board, 7, connecting rod, 8, litter, 9, anti-seismic spring, 10, back-fire relief band, 11, waterstop.
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 constructing structure of the utility model seismic floor joint provides, as shown in Figure 1
Seismic floor joint constructing structure, building ground at least have the first above ground portion 1 and the second above ground portion 2, the first ground
The separated seismic floor joint with certain length vertical with formation of part 1 and the second above ground portion 2, the seismic floor
The constructing structure of seam includes：
The anti-bank of first aseismatic joint is set on the edge of the seismic floor joint of first above ground portion 1；
The anti-bank of second aseismatic joint is set on the edge of the seismic floor joint of second above ground portion 2, and first
There is gap between the anti-bank of aseismatic joint and the anti-bank of the second aseismatic joint；
Waterstop 11, both ends are overlapped in respectively on the anti-bank of first aseismatic joint and the anti-bank of the second aseismatic joint, and institute
The middle part for stating waterstop 11 bends downward the elastic bending part to be formed with drain function in the gap location；
Two metal bases 4, are respectively arranged at the top of the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, and push down and take
It is connected on the waterstop 11 on the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, two metal bases 4 extend respectively to described
The end of gap location and its extension is additionally provided with downwardly projecting sliding slot, and litter 8 is equipped in the sliding slot；
Metal cover board 6 is withheld along the center in gap between two metal bases 4, described in 6 upper edge of the metal cover board between
The center line of gap be equipped at intervals with it is several downward through connecting rod 7, the connecting rod 7 pass through the litter 8 center, and connect
Lower end on bar 7 positioned at litter 8 is additionally provided with anti-seismic spring 9；And
Decorative layer 5 is respectively arranged on the anti-bank of the first aseismatic joint, the anti-bank of the second aseismatic joint and metal cover board 6, and
It is reserved with gap between metal cover board 6 and decorative layer 5.
In specific implementation, the lap width between the waterstop 11 and the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint
Not less than 70mm, the lap-joint between the waterstop 11 and the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint is viscous using glue
It connects.
In specific implementation, two metal bases 4 be all made of the swollen anchor bolt of plastics 3 respectively with the anti-bank of the first aseismatic joint and second
The anti-bank of aseismatic joint is fixedly connected.
In specific implementation, between the decorative layer 5 on the cover board and the decorative layer 5 on the anti-bank of the first aseismatic joint, and
It is reserved between the decorative layer 5 on the anti-bank of the second aseismatic joint to have the gap, it is coated with gap-filling glue in the gap.
In specific implementation, the width of the seismic floor joint is 25mm~800mm, between the aseismatic joint and is located at sealing
Band 11 is equipped with back-fire relief band 10 further below.
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 constructing structure of seismic floor joint, building ground at least has the first above ground portion and the second above ground portion, the
The separated seismic floor joint with certain length vertical with formation of one above ground portion and the second above ground portion, feature exist
In the constructing structure of the seismic floor joint includes：
The anti-bank of first aseismatic joint is set on the edge of the seismic floor joint of first above ground portion；
The anti-bank of second aseismatic joint is set on the edge of the seismic floor joint of second above ground portion, and the first antidetonation
Stitching has gap between anti-bank and the anti-bank of the second aseismatic joint；
Waterstop, both ends are overlapped in respectively on the anti-bank of first aseismatic joint and the anti-bank of the second aseismatic joint, and the sealing
The middle part of band bends downward the elastic bending part to be formed with drain function in the gap location；
Two metal bases, are respectively arranged at the top of the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint, and push down and be overlapped on
On waterstop on the anti-bank of first aseismatic joint and the anti-bank of the second aseismatic joint, two metal bases extend respectively to the gap location and
The end of its extension is additionally provided with downwardly projecting sliding slot, and litter is equipped in the sliding slot；
Metal cover board is withheld along the center in gap between two metal bases, in gap described in the metal cover board upper edge
Heart line be equipped at intervals with it is several downward through connecting rod, the connecting rod passes through the center of the litter, and is located in connecting rod
The lower end of litter is additionally provided with anti-seismic spring；And
Decorative layer is respectively arranged on the anti-bank of the first aseismatic joint, the anti-bank of the second aseismatic joint and metal cover board, and metal cover
Gap is reserved between plate and decorative layer.
2. the constructing structure of seismic floor joint according to claim 1, which is characterized in that the waterstop and the first antidetonation
The lap width stitched between anti-bank and the anti-bank of the second aseismatic joint is not less than 70mm.
3. the constructing structure of seismic floor joint according to claim 2, which is characterized in that the waterstop and the first antidetonation
The lap-joint stitched between anti-bank and the anti-bank of the second aseismatic joint is bonded using glue.
4. the constructing structure of seismic floor joint according to claim 3, which is characterized in that two metal bases are all made of modeling
Expect that swollen anchor bolt is fixedly connected with the anti-bank of the first aseismatic joint and the anti-bank of the second aseismatic joint respectively.
5. the constructing structure of seismic floor joint according to claim 4, which is characterized in that decorative layer on the cover board with
Between decorative layer on the anti-bank of first aseismatic joint, and between the decorative layer on the anti-bank of the second aseismatic joint it is reserved seamed
Gap is coated with gap-filling glue in the gap.
6. the constructing structure of seismic floor joint according to claim 1, which is characterized in that the width of the seismic floor joint
For 25mm~800mm, it is equipped with back-fire relief band further below between the aseismatic joint and positioned at waterstop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721527733.6U CN207727783U (en) | 2017-11-13 | 2017-11-13 | A kind of constructing structure of seismic floor joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721527733.6U CN207727783U (en) | 2017-11-13 | 2017-11-13 | A kind of constructing structure of seismic floor joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727783U true CN207727783U (en) | 2018-08-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721527733.6U Expired - Fee Related CN207727783U (en) | 2017-11-13 | 2017-11-13 | A kind of constructing structure of seismic floor joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727783U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160431A (en) * | 2020-09-19 | 2021-01-01 | 浙江信宇建设集团有限公司 | Building deformation joint connecting structure and application method thereof |
-
2017
- 2017-11-13 CN CN201721527733.6U patent/CN207727783U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160431A (en) * | 2020-09-19 | 2021-01-01 | 浙江信宇建设集团有限公司 | Building deformation joint connecting structure and application method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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. |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180814 |
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| CF01 | Termination of patent right due to non-payment of annual fee |