CN201850660U - Mounting structure of rubber water-stop - Google Patents
Mounting structure of rubber water-stop Download PDFInfo
- Publication number
- CN201850660U CN201850660U CN 201020598087 CN201020598087U CN201850660U CN 201850660 U CN201850660 U CN 201850660U CN 201020598087 CN201020598087 CN 201020598087 CN 201020598087 U CN201020598087 U CN 201020598087U CN 201850660 U CN201850660 U CN 201850660U
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- Prior art keywords
- fastening band
- rubber fastening
- water
- mounting structure
- pouring area
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- Expired - Fee Related
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Abstract
The utility model provides a mounting structure of a rubber water-stop in the technical field of concrete construction. A front side of a template panel is provided with a primary pouring area, a back side of the template panel is provided with a secondary pouring area, the middle part of the rubber water-stop in the width direction is provided with a water-seal ring, two ends of the water-seal ring are respectively provided with a water-seal rib, the water-seal ring is arranged on the back side of the template panel, the water-seal ribs are respectively arranged inside the primary pouring area and the secondary pouring area, the rubber water-stop is provided with a water-seal rib clamp at the water-seal rib in the primary pouring area , the water-seal rib clamp is pulled onto a steel bar inside the primary pouring area through an iron wire. Two sides of the rubber water-stop inside the secondary pouring area are respectively provided with a clamping plate, the clamping plates are respectively held between the water-stop rib and the water-seal ring, the contact ends between the clamping plate and the water-seal ring and between the template panel and the water-seal ring are provided with a chamfer angle, and the water-seal ring of the rubber water-stop is arranged inside a fixed groove which is formed by encircling the end of each chamfer angle. The mounting structure can ensure that the water-stop is reliably fixed during the pouring process of the concrete and can be prevented from moving.
Description
Technical field
The utility model relates to a kind of mounting structure of rubber fastening band, relates in particular to the mounting structure of a kind of nuclear power station settlement joint or the used rubber fastening band in shrinkage joint, belongs to the concrete structure construction technical field.
Background technology
Rubber fastening band is used at the settlement joint or the shrinkage joint of nuclear power station building in a large number, leaks infiltration to prevent constuction joint.The mounting structure of rubber fastening band comprises template main joist, template secondary joist, form surfacing and rubber fastening band at present, the back support of form surfacing is on the template secondary joist, the template secondary joist is connected on the template main joist, the front of form surfacing is the one-time-concreting district, and the back side is the secondary pouring area; The middle part of rubber fastening band width is provided with sealing collar, the two ends of width are respectively equipped with the cross section and are circular sealing rib, rubber fastening band is across one-time-concreting district and secondary pouring area, sealing collar is positioned at the back side of form surfacing, and the sealing rib lays respectively in one-time-concreting district and the secondary pouring area.
The construction process of rubber fastening band is: 1. spreading rubber fastening band; 2. rubber fastening band is installed; 3. install template, and fixedly rubber fastening band is positioned at the side in one-time-concreting district; 4. the one-time-concreting district carries out concreting; 5. form removal, treat intensity meet the demands the back filleting; 6. fixedly rubber fastening band is positioned at a side of secondary pouring area, and carries out concreting.
The present mounting structure of rubber fastening band, general employing concrete pad is carried out liner when fixing rubber fastening band.In concreting process, the skew positioning of rubber fastening band can take place to cause owing to vibrating, particularly the easier generation of rubber fastening band skew positioning that horizontal direction is provided with; When outboard template installed, a side that rubber fastening band is positioned at the secondary pouring area was also reinforced in addition; Therefore because fine fixing all failed in the both sides of rubber fastening band, the concrete construction at rubber fastening band place is that the higher position of Non-Compliance frequency ratio takes place in the construction.
The utility model content
For overcoming problems of the prior art, the utility model proposes a kind of mounting structure of rubber fastening band, rubber fastening band is fixed in concreting process well, prevent its skew positioning.
For solving above technical problem, the utility model provides a kind of mounting structure of rubber fastening band, comprise template main joist, template secondary joist, form surfacing and rubber fastening band, the back support of described form surfacing is on described template secondary joist, described template secondary joist is connected on the described template main joist, the front of described form surfacing is the one-time-concreting district, and the back side is the secondary pouring area; The middle part of described rubber fastening band width is provided with sealing collar, the two ends of width are respectively equipped with the cross section and are circular sealing rib, described rubber fastening band is across described one-time-concreting district and described secondary pouring area, described sealing collar is positioned at the back side of described form surfacing, described sealing rib lays respectively in described one-time-concreting district and the described secondary pouring area, the sealing rib place that described rubber fastening band is arranged in the one-time-concreting district is provided with sealing rib anchor clamps, described sealing rib anchor clamps comprise a pair of Hough anchor ear and bolt, described Hough anchor ear is embraced the sealing rib from the both sides of described sealing rib, described bolt connects two Hough anchor ears fastening, be wound with the location iron wire on the described bolt, the free end of described location iron wire sockets on the reinforcing bar in described one-time-concreting district.
With respect to prior art, the utility model has been obtained following beneficial effect: at the width of rubber fastening band, sealing collar is withstood by the back side of form surfacing, the sealing rib that is arranged in the one-time-concreting district is by sealing rib anchor clamps clamping, iron wire tractive and being fixed on the reinforcing bar again is positioned, when the one-time-concreting district carries out concreting, can guarantee the rubber fastening band invariant position and keep smooth.
As improvement of the present utility model, the both sides that are arranged in the described rubber fastening band of secondary pouring area are respectively equipped with grip block, described grip block is connected on the adjacent described template secondary joist, its two ends are stuck between described sealing rib and the described sealing collar, and described grip block and the contacted termination of described sealing collar are respectively equipped with chamfering; Described form surfacing and the contacted termination of described sealing collar also are respectively equipped with chamfering, and the termination of the band chamfering of described grip block and described form surfacing is surrounded and formed a holddown groove, and the sealing collar of described rubber fastening band is arranged in described holddown groove.The sealing collar of rubber fastening band is fixed on the termination chamfering of grip block and form surfacing and surrounds in the holddown groove that forms, the grip block two ends are stuck between sealing rib and the sealing collar, a side that is arranged in the secondary pouring area of rubber fastening band is withstood, grip block is connected on the adjacent template secondary joist, and a side that makes rubber fastening band be arranged in the secondary pouring area is fixed.
As preferred version of the present utility model, contact with the described sealing collar chamfering of termination of described grip block is a 45, and contact with the described sealing collar chamfering of termination of described form surfacing also is 45.45 ° of chamferings are all established in grip block and sealing collar and the form surfacing termination that contacts with sealing collar, both have been convenient to processing, and the sealing collar that can make rubber fastening band again is stressed more even from all directions.
As the further preferred version of the utility model, grip block is distributed with a plurality of along the length direction of described rubber fastening band by certain spacing.Grip block is distributed with a plurality of by certain spacing along the length direction of rubber fastening band, the rubber fastening band of building a side to be poured can both be well fixed along whole length direction.
As the further preferred version of the utility model, described grip block evenly distributes by certain spacing along the length direction of described rubber fastening band.Grip block evenly distributes, and can make the rubber fastening band of building a side to be poured be fixed more smoothly.
As another preferred version of the present utility model, described sealing rib anchor clamps are distributed with a plurality of along the length direction of described rubber fastening band by certain spacing.Sealing rib anchor clamps are distributed with a plurality of by certain spacing along the length direction of rubber fastening band, the rubber fastening band of building a side can both be well fixed along whole length direction.
As the further preferred version of the utility model, described sealing rib anchor clamps evenly distribute by certain spacing along the length direction of described rubber fastening band.The even distribution of sealing rib anchor clamps can make the rubber fastening band of building a side be fixed more smoothly.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is the structural representation of the utility model after the concreting of one-time-concreting district.
Fig. 2 is the enlarged drawing at A position among Fig. 1.
Fig. 3 is the structural representation of the utility model after the concreting of secondary pouring area.
Among the figure: 1 grip block; 2 rubber fastening bands; The 2a sealing collar; 2b sealing rib; 3 template main joists; 4 template secondary joists; 5 form surfacings; 6 one-time-concreting districts; 7 Hough anchor ears; 8 bolts; 9 location iron wires; 10 secondary pouring areas; 11 pointings.
The specific embodiment
As shown in Figures 1 and 2, the mounting structure of rubber fastening band of the present utility model, comprise template main joist 3, template secondary joist 4, form surfacing 5 and rubber fastening band 2, the back support of form surfacing 5 is on template secondary joist 4, template secondary joist 4 is connected on the template main joist 3, the front of form surfacing 5 is one-time-concreting district 6, and the back side is secondary pouring area 10.The middle part of rubber fastening band 2 widths is provided with sealing collar 2a, the two ends of width are respectively equipped with the cross section and are circular sealing rib 2b, rubber fastening band 2 is across one-time-concreting district 6 and secondary pouring area 10, sealing collar 2a is positioned at the back side of form surfacing 5 to be withstood by form surfacing 5, and sealing rib 2b lays respectively in one-time-concreting district 6 and the secondary pouring area 10.
The sealing rib 2b place that rubber fastening band 2 is arranged in one-time-concreting district 6 is provided with sealing rib anchor clamps, sealing rib anchor clamps comprise a pair of Hough anchor ear 7 and bolt 8, Hough anchor ear 7 is embraced sealing rib 2b from the both sides of sealing rib 2b, bolt 8 connects two Hough anchor ears 7 fastening, be wound with location iron wire 9 on the bolt 8, the free end of location iron wire 9 sockets on the reinforcing bar in one-time-concreting district 6,6 when carrying out concreting in the one-time-concreting district, can guarantee rubber fastening band 2 invariant positions and keep smooth.Sealing rib anchor clamps are distributed with a plurality of by certain spacing along the length direction of rubber fastening band 2, be preferably even distribution, make the rubber fastening band of building a side be fixed more smoothly.
The both sides that are arranged in the rubber fastening band 2 of secondary pouring area 10 are respectively equipped with grip block 1, grip block 1 is connected on the adjacent template secondary joist 4, its two ends are stuck between sealing rib 2b and the sealing collar 2a, and a side that is arranged in secondary pouring area 10 of rubber fastening band 2 is withstood.Grip block 1 is respectively equipped with chamfering with the contacted termination of sealing collar 2a, and chamfering is preferably 45.Form surfacing 5 also is respectively equipped with chamfering with the contacted termination of sealing collar 2a, and chamfering is preferably 45.Grip block 1 surrounds with the termination of the band chamfering of form surfacing 5 and forms a holddown groove, and the sealing collar 2a of rubber fastening band 2 is arranged in holddown groove.Grip block 1 evenly distributes by certain spacing along the length direction of rubber fastening band 2, is preferably even distribution, makes to wait that the rubber fastening band 2 of building a side is fixed more smoothly.
As shown in Figure 3, the concrete when one-time-concreting district 6 reaches certain intensity, promptly removes original template.Be positioned at the same sealing rib anchor clamps of installation on the sealing rib 2b of secondary pouring area 10, the free end of location iron wire 9 is being socketed on the reinforcing bar in secondary pouring area 10, then carrying out concreting in the secondary pouring area.Be filled with pointing 11 between one-time-concreting district 6 and the secondary pouring area.
In addition to the implementation, the utility model can also have other embodiments, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, all falls into the protection domain of the utility model requirement.
Claims (8)
1. the mounting structure of a rubber fastening band, comprise template main joist, template secondary joist, form surfacing and rubber fastening band, the back support of described form surfacing is on described template secondary joist, described template secondary joist is connected on the described template main joist, the front of described form surfacing is the one-time-concreting district, and the back side is the secondary pouring area; The middle part of described rubber fastening band width is provided with sealing collar, the two ends of width are respectively equipped with the cross section and are circular sealing rib, described rubber fastening band is across described one-time-concreting district and described secondary pouring area, described sealing collar is positioned at the back side of described form surfacing, described sealing rib lays respectively in described one-time-concreting district and the described secondary pouring area, it is characterized in that: the sealing rib place that described rubber fastening band is arranged in the one-time-concreting district is provided with sealing rib anchor clamps, described sealing rib anchor clamps comprise a pair of Hough anchor ear and bolt, described Hough anchor ear is embraced the sealing rib from the both sides of described sealing rib, described bolt connects two Hough anchor ears fastening, be wound with the location iron wire on the described bolt, the free end of described location iron wire sockets on the reinforcing bar in described one-time-concreting district.
2. the mounting structure of a kind of rubber fastening band according to claim 1, it is characterized in that: the both sides that are arranged in the described rubber fastening band of secondary pouring area are respectively equipped with grip block, described grip block is connected on the adjacent described template secondary joist, its two ends are stuck between described sealing rib and the described sealing collar, and described grip block and the contacted termination of described sealing collar are respectively equipped with chamfering; Described form surfacing and the contacted termination of described sealing collar also are respectively equipped with chamfering, and the termination of the band chamfering of described grip block and described form surfacing is surrounded and formed a holddown groove, and the sealing collar of described rubber fastening band is arranged in described holddown groove.
3. the mounting structure of a kind of rubber fastening band according to claim 2 is characterized in that:
Contact with the described sealing collar chamfering of termination of described grip block is a 45, and contact with the described sealing collar chamfering of termination of described form surfacing also is 45.
4. the mounting structure of a kind of rubber fastening band according to claim 3, it is characterized in that: described grip block is distributed with a plurality of along the length direction of described rubber fastening band by certain spacing.
5. the mounting structure of a kind of rubber fastening band according to claim 4, it is characterized in that: described grip block evenly distributes by certain spacing along the length direction of described rubber fastening band.
6. the mounting structure of a kind of rubber fastening band according to claim 2, it is characterized in that: described grip block is distributed with a plurality of along the length direction of described rubber fastening band by certain spacing.
7. according to the mounting structure of each described a kind of rubber fastening band in the claim 1 to 6, it is characterized in that: described sealing rib anchor clamps are distributed with a plurality of along the length direction of described rubber fastening band by certain spacing.
8. the mounting structure of a kind of rubber fastening band according to claim 7, it is characterized in that: described sealing rib anchor clamps evenly distribute by certain spacing along the length direction of described rubber fastening band.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020598087 CN201850660U (en) | 2010-11-09 | 2010-11-09 | Mounting structure of rubber water-stop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020598087 CN201850660U (en) | 2010-11-09 | 2010-11-09 | Mounting structure of rubber water-stop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850660U true CN201850660U (en) | 2011-06-01 |
Family
ID=44093059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020598087 Expired - Fee Related CN201850660U (en) | 2010-11-09 | 2010-11-09 | Mounting structure of rubber water-stop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850660U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422515A (en) * | 2013-09-03 | 2013-12-04 | 衡水鑫盛达工程橡胶有限公司 | Water stop belt and locating method thereof |
| CN103835379A (en) * | 2014-03-24 | 2014-06-04 | 中国化学工程第三建设有限公司 | Combined water stop system of waterproof concrete wall |
| CN105155694A (en) * | 2015-07-10 | 2015-12-16 | 中国核工业华兴建设有限公司 | End sealing device for water-stop belt made of water swelling rubber and method for manufacturing end sealing device |
| CN105297925A (en) * | 2015-11-13 | 2016-02-03 | 上海隧道工程有限公司 | Embedded waterstop pre-burying structure and construction method thereof |
| CN106049363A (en) * | 2016-08-03 | 2016-10-26 | 宋斌 | Fixing device for water stop belt for water conservancy engineering and water stop belt installing method |
| CN106638994A (en) * | 2016-11-09 | 2017-05-10 | 中铁局集团天津建设工程有限公司 | Waterproof construction and underground granary with waterproof construction |
| CN108457682A (en) * | 2017-04-01 | 2018-08-28 | 丰泽智能装备股份有限公司 | A kind of pipe-line system and its construction method |
| CN110714537A (en) * | 2019-09-23 | 2020-01-21 | 中国一冶集团有限公司 | Middle-buried water stop mounting die and mounting method thereof |
| CN113605311A (en) * | 2021-08-21 | 2021-11-05 | 杭州萧山水利建筑工程有限公司 | A template for dyke bank protection waterstop |
-
2010
- 2010-11-09 CN CN 201020598087 patent/CN201850660U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422515A (en) * | 2013-09-03 | 2013-12-04 | 衡水鑫盛达工程橡胶有限公司 | Water stop belt and locating method thereof |
| CN103835379A (en) * | 2014-03-24 | 2014-06-04 | 中国化学工程第三建设有限公司 | Combined water stop system of waterproof concrete wall |
| CN105155694A (en) * | 2015-07-10 | 2015-12-16 | 中国核工业华兴建设有限公司 | End sealing device for water-stop belt made of water swelling rubber and method for manufacturing end sealing device |
| CN105155694B (en) * | 2015-07-10 | 2017-08-08 | 中国核工业华兴建设有限公司 | Rubber waterproof belt with expansion when in water end sealing device and preparation method thereof |
| CN105297925A (en) * | 2015-11-13 | 2016-02-03 | 上海隧道工程有限公司 | Embedded waterstop pre-burying structure and construction method thereof |
| CN105297925B (en) * | 2015-11-13 | 2017-10-13 | 上海隧道工程有限公司 | Embedded waterstop pre-buried structure and its construction method |
| CN106049363A (en) * | 2016-08-03 | 2016-10-26 | 宋斌 | Fixing device for water stop belt for water conservancy engineering and water stop belt installing method |
| CN106638994A (en) * | 2016-11-09 | 2017-05-10 | 中铁局集团天津建设工程有限公司 | Waterproof construction and underground granary with waterproof construction |
| CN108457682A (en) * | 2017-04-01 | 2018-08-28 | 丰泽智能装备股份有限公司 | A kind of pipe-line system and its construction method |
| CN108457682B (en) * | 2017-04-01 | 2023-09-26 | 丰泽智能装备股份有限公司 | Pipeline system and construction method thereof |
| CN110714537A (en) * | 2019-09-23 | 2020-01-21 | 中国一冶集团有限公司 | Middle-buried water stop mounting die and mounting method thereof |
| CN113605311A (en) * | 2021-08-21 | 2021-11-05 | 杭州萧山水利建筑工程有限公司 | A template for dyke bank protection waterstop |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu China Nuclear Industry Huawei Engineering Design and Research Co., Ltd. Assignor: China Nudear Industry Construction Co., Ltd. Contract record no.: 2012320001037 Denomination of utility model: Mounting structure of rubber water-stop Granted publication date: 20110601 License type: Exclusive License Record date: 20121224 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20151109 |
|
| EXPY | Termination of patent right or utility model |