CN205742504U - A kind of intensive construction joint of ultra-large type cistern - Google Patents
A kind of intensive construction joint of ultra-large type cistern Download PDFInfo
- Publication number
- CN205742504U CN205742504U CN201620670292.4U CN201620670292U CN205742504U CN 205742504 U CN205742504 U CN 205742504U CN 201620670292 U CN201620670292 U CN 201620670292U CN 205742504 U CN205742504 U CN 205742504U
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- CN
- China
- Prior art keywords
- construction joint
- concrete structure
- steel plate
- waterproof
- water stopper
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- 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
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Abstract
This utility model provides a kind of intensive construction joint of ultra-large type cistern, belongs to building field.The problem it solving existing construction joint waterproof effect difference.The intensive construction joint of this ultra-large type cistern, including adjacent two the concrete structure forming construction joint, polyethylene division board and steel plate water stopper it is provided with in construction joint, polyethylene division board both sides are fitted in construction joint both sides, steel plate water stopper is embedded in two concrete structures, and it is enclosed in the middle part of construction joint, two concrete structure surfaces externally and internallies that construction joint is corresponding form strip groove by polyethylene division board respectively, and in groove, fill waterproof gasket cement, also include covering the waterproof cover on the construction joint that concrete structure interior surface is corresponding, also include the securing plate being located in concrete structure, steel plate water stopper both sides are connected with securing plate, waterproof cover is connected with securing plate by penetrating the securing member of concrete structure.This construction joint is had three road waterproof measure protection outward by interior, it is ensured that the waterproof quality of all construction joints of cistern.
Description
Technical field
This utility model belongs to technical field of buildings, relates to a kind of intensive construction joint of ultra-large type cistern.
Background technology
The structure of reinforced concrete cistern project is designed, frequently with arch without beam base plate and top board, straight or change by home and abroad
The scheme of cross section body of wall.For preventing percolating water, avoid arranging expansion joint and construction joint the most as far as possible, only at the end and wallboard, wall
And between top board, set outside construction joint because construction needs, generally, just seldom expansion joint and construction are set at other positions
Seam.But for ultra-large type rectangle reinforced concrete cistern, only expansion joint is set at these positions and construction joint is far from being enough,
The needs that can not meet structure can not meet the demand of construction, it is therefore necessary to improves.
Summary of the invention
The purpose of this utility model is for the above-mentioned problems in the prior art, it is provided that a kind of intensity is higher, and
The waterproof effect more preferable ultra-large type intensive construction joint of cistern.
The purpose of this utility model can be realized by following technical proposal: a kind of intensive construction joint of ultra-large type cistern,
Including adjacent two the concrete structure forming construction joint, it is characterised in that: it is provided with polyethylene division board in construction joint and steel plate stops
Water band, polyethylene division board both sides are fitted in construction joint both sides, and steel plate water stopper is embedded in two concrete structures, and is enclosed in construction
In the middle part of seam, two concrete structure surfaces externally and internallies that construction joint is corresponding form strip groove, and groove by polyethylene division board respectively
Interior filling waterproof gasket cement, also includes covering the waterproof cover on the construction joint that concrete structure interior surface is corresponding, also includes being located at
Securing plate in concrete structure, steel plate water stopper both sides are connected with securing plate, waterproof cover by penetrate the securing member of concrete structure with
Securing plate connects.
At construction joint, centre position arranges steel plate water stopper, and utilize be positioned at the securing plate of concrete structure in advance with steel plate
Waterstop connects, and securing plate plays the effect of strengthening steel slab waterstop so that intensity is higher, has poured in side concrete structure and has torn open
After mould, then at the internal sticking polyethylene division board of expansion joint position, and reserve groove on concrete structure seam crossing surface；Treat opposite side
Concrete structure has also been constructed after reaching intensity, and cleaning groove fills waterproof gasket cement, is filled by groove full；Last at construction joint
Upstream face fixed plastics waterproof cover, and waterproof cover is connected with securing plate by penetrating the securing member of concrete structure, formation adds
Gu, at such cistern construction joint, interior have waterproof cover, waterproof gasket cement and steel plate water stopper three road waterproof measure to prevent outward
Protect, it is ensured that the waterproof quality of all construction joints of cistern.
In above-mentioned a kind of intensive construction joint of ultra-large type cistern, described securing plate end and steel plate water stopper
It is respectively perpendicular and is bent to form connecting plate one and connecting plate two, securing plate and steel plate water stopper by connecting plate one and connecting plate two company
Connect.
Therefore avoid seeping water in securing plate.
In above-mentioned a kind of intensive construction joint of ultra-large type cistern, described steel plate water stopper is provided with and some is positioned at concrete
Sheet rubber in structure, waterproof cover is that plastics are made, and polyethylene division board thickness is 10mm, and both sides are pasted at construction joint
On, described groove groove width is identical with groove depth, and is 25mm or 10mm.
Compared with prior art, this utility model has the advantage that
At construction joint, centre position arranges steel plate water stopper, and utilize be positioned at the securing plate of concrete structure in advance with steel plate
Waterstop connects, and securing plate plays the effect of strengthening steel slab waterstop so that intensity is higher, has poured in side concrete structure and has torn open
After mould, then at the internal sticking polyethylene division board of expansion joint position, and reserve groove on concrete structure seam crossing surface；Treat opposite side
Concrete structure has also been constructed after reaching intensity, and cleaning groove fills waterproof gasket cement, is filled by groove full；Last at construction joint
Upstream face fixed plastics waterproof cover, and waterproof cover is connected with securing plate by penetrating the securing member of concrete structure, formation adds
Gu, at such cistern construction joint, interior have waterproof cover, waterproof gasket cement and steel plate water stopper three road waterproof measure to prevent outward
Protect, it is ensured that the waterproof quality of all construction joints of cistern.
Accompanying drawing explanation
Fig. 1 is this construction joint structure schematic diagram.
In figure,
1, concrete structure；
2, polyethylene division board；
3, steel plate water stopper；31, connecting plate two；32, sheet rubber；
4, waterproof gasket cement；
5, waterproof cover；51, securing member；
6, securing plate；61, connecting plate one.
Detailed description of the invention
The following is specific embodiment of the utility model and combine accompanying drawing, the technical solution of the utility model is made further
Description, but this utility model is not limited to these embodiments.
As it is shown in figure 1, this utility model one intensive construction joint of ultra-large type cistern, including forming the adjacent of construction joint
Two concrete structures 1, are provided with polyethylene division board 2 and steel plate water stopper 3 in construction joint, polyethylene division board 2 both sides are fitted in executes
Work seam both sides, steel plate water stopper 3 is embedded in two concrete structures 1, and is enclosed in the middle part of construction joint, two concrete knots that construction joint is corresponding
Structure 1 surfaces externally and internally fills waterproof gasket cement 4 in forming strip groove, and groove by polyethylene division board 2 respectively, also includes lid
It is combined in the waterproof cover 5 on the construction joint that concrete structure 1 inner surface is corresponding, also includes the securing plate 6 being located in concrete structure 1, steel plate
Waterstop 3 both sides are connected with securing plate 6, and waterproof cover 5 is connected with securing plate 6 by penetrating the securing member 51 of concrete structure 1.
Further, securing plate 6 end and steel plate water stopper 3 are respectively perpendicular and are bent to form connecting plate 1 and connect
Plate 2 31, securing plate 6 and steel plate water stopper 3 are connected by connecting plate 1 and connecting plate 2 31.If steel plate water stopper 3 is provided with
The dry sheet rubber 32 being positioned at concrete structure 1, waterproof cover 5 makes for plastics, and polyethylene division board 2 thickness is 10mm, and both sides
Pasting on construction joint, groove groove width is identical with groove depth, and is 25mm or 10mm.
At construction joint, centre position arranges steel plate water stopper 3, and utilize be positioned at the securing plate 6 of concrete structure 1 in advance with
Steel plate water stopper 3 connects, and securing plate 6 plays the effect of strengthening steel slab waterstop 3 so that intensity is higher, in side concrete structure 1
After having poured form removal, then at the internal sticking polyethylene division board 2 of expansion joint position, and reserve recessed on concrete structure 1 seam crossing surface
Groove；After opposite side concrete structure 1 has also been constructed and reached intensity, cleaning groove fills waterproof gasket cement 4, is filled by groove full；
Finally at the upstream face fixed plastics waterproof cover 5 of construction joint, and by waterproof cover 5 by penetrating the securing member 51 of concrete structure 1
It is connected with securing plate 6, is formed and reinforce, at such cistern construction joint, interior have waterproof cover 5, waterproof gasket cement 4 and steel outward
Plate waterstop 3 three road waterproof measure protection, it is ensured that the waterproof quality of all construction joints of cistern.
Specific embodiment described herein is only to this utility model spirit explanation for example.This utility model institute
Belong to those skilled in the art described specific embodiment to make various amendment or supplement or use similar
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although the most more employing concrete structure 1, polyethylene division board 2, steel plate water stopper 3, connecting plate 2 31, rubber
The terms such as sheet 32, waterproof gasket cement 4, waterproof cover 5, securing member 51, securing plate 6, connecting plate 1, but be not precluded from using it
The probability of its term.Use these terms to be only used to more easily and describe and explain essence of the present utility model；It
To be construed to any additional restriction be all contrary with this utility model spirit.
Claims (3)
1. the intensive construction joint of ultra-large type cistern, including adjacent two concrete structure (1) of formation construction joint, its feature exists
In: being provided with polyethylene division board (2) and steel plate water stopper (3) in construction joint, polyethylene division board (2) both sides are fitted in construction joint
Both sides, steel plate water stopper (3) is embedded in two concrete structures (1), and is enclosed in the middle part of construction joint, two concrete knots that construction joint is corresponding
Structure (1) surfaces externally and internally fills waterproof gasket cement (4) in forming strip groove, and groove by polyethylene division board (2) respectively, also
Including the waterproof cover (5) covered on the construction joint that concrete structure (1) inner surface is corresponding, also include being located in concrete structure (1)
Securing plate (6), steel plate water stopper (3) both sides are connected with securing plate (6), and waterproof cover (5) is by penetrating the fastening of concrete structure (1)
Part (51) is connected with securing plate (6).
A kind of intensive construction joint of ultra-large type cistern the most according to claim 1, it is characterised in that: described securing plate
(6) end and steel plate water stopper (3) are while being respectively perpendicular and being bent to form connecting plate one (61) and connecting plate two (31), securing plate
(6) connected by connecting plate one (61) and connecting plate two (31) with steel plate water stopper (3).
A kind of intensive construction joint of ultra-large type cistern the most according to claim 2, it is characterised in that: described steel plate water-stopping
Band (3) is provided with some sheet rubbers (32) being positioned at concrete structure (1), and waterproof cover (5) is that plastics are made, polyethylene division board
(2) thickness is 10mm, and both sides are pasted on construction joint, and described groove groove width is identical with groove depth, and is 25mm or 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620670292.4U CN205742504U (en) | 2016-06-30 | 2016-06-30 | A kind of intensive construction joint of ultra-large type cistern |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620670292.4U CN205742504U (en) | 2016-06-30 | 2016-06-30 | A kind of intensive construction joint of ultra-large type cistern |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742504U true CN205742504U (en) | 2016-11-30 |
Family
ID=57382420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620670292.4U Expired - Fee Related CN205742504U (en) | 2016-06-30 | 2016-06-30 | A kind of intensive construction joint of ultra-large type cistern |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742504U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859187A (en) * | 2017-10-11 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | The protection device and waterstop installation method of a kind of expansion joint water stop |
| CN110453650A (en) * | 2019-07-02 | 2019-11-15 | 北京质诚捷讯水利工程有限公司 | A kind of aqueduct water sealing structure and its construction method |
| CN111576917A (en) * | 2020-06-09 | 2020-08-25 | 苏州铭涂新材料科技发展有限公司 | Industrial terrace construction joint treatment method |
-
2016
- 2016-06-30 CN CN201620670292.4U patent/CN205742504U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859187A (en) * | 2017-10-11 | 2018-03-30 | 中铁第四勘察设计院集团有限公司 | The protection device and waterstop installation method of a kind of expansion joint water stop |
| CN110453650A (en) * | 2019-07-02 | 2019-11-15 | 北京质诚捷讯水利工程有限公司 | A kind of aqueduct water sealing structure and its construction method |
| CN111576917A (en) * | 2020-06-09 | 2020-08-25 | 苏州铭涂新材料科技发展有限公司 | Industrial terrace construction joint treatment method |
| CN111576917B (en) * | 2020-06-09 | 2022-03-15 | 苏州铭涂新材料科技发展有限公司 | Industrial terrace construction joint treatment method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20180630 |