CN207568180U - Water stopping thresholds formwork ruggedized construction - Google Patents
Water stopping thresholds formwork ruggedized construction Download PDFInfo
- Publication number
- CN207568180U CN207568180U CN201721676640.XU CN201721676640U CN207568180U CN 207568180 U CN207568180 U CN 207568180U CN 201721676640 U CN201721676640 U CN 201721676640U CN 207568180 U CN207568180 U CN 207568180U
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- China
- Prior art keywords
- matched template
- reinforcing bar
- water stopping
- vertical
- template
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Abstract
The utility model discloses a kind of water stopping thresholds formwork ruggedized construction, including framework of steel reinforcement and matched template, it is characterized in that：A set of mould bases is at least respectively set in the outside for the matched template that two are arranged in parallel in the position at both ends, and each mould bases includes two heel posts and the crossbeam on top, split bolt is equipped between the middle part of two heel posts；Matched template is placed in above framework of steel reinforcement, and then reaches and hang mould accurate positioning by the framework of steel reinforcement of the utility model using the above structure, and it is firm so as to effectively improving water stopping thresholds formwork reinforcement situation and concrete placings quality to reinforce.
Description
Technical field
The utility model belongs to formwork reinforcement technique field in the realm of building construction, and in particular to a kind of water stopping thresholds formwork adds
Fixing structure.
Background technology
Required according to related specifications, and " in main structure construction water stopping thresholds should with main body one piece pour " become at present construction
The Compulsory Feature followed.But for water stopping thresholds sectional dimension is not of uniform size, location difficulty, hang mould reinforce it is not in place, pour
There is an urgent need to a kind of rational solutions to carry out guiding construction for the more problem such as Forming Quality defect.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of installation it is firm, can effectively improve water stopping thresholds and pour
The ruggedized construction of quality is built, and with assembling is flexible, convenient, waste material utilizes, has enough to meet the need the methods of facilitating during use.
In order to solve the above-mentioned technical problem, the utility model provides a kind of water stopping thresholds formwork ruggedized construction, including reinforcing bar
Skeleton and matched template at least respectively set a set of mould bases in the outside for the matched template that two are arranged in parallel in the position at both ends,
Each mould bases includes two heel posts and the crossbeam on top, and split bolt is equipped between the middle part of two heel posts；Match in both sides
The inside of template is covered at least in the position at both ends, is close to conjunction matched template inner wall and is provided with vertical reinforcement, the upper end of vertical reinforcement
Horizontally-supported reinforcing bar is fixedly connected with, the length of horizontally-supported reinforcing bar is equal to water stopping thresholds thickness, two end faces of horizontally-supported reinforcing bar
The inner wall of both sides matched template is supported on, the lower end of vertical reinforcement is fixed with horizontal bracketing reinforcing bar, and the two of the horizontal bracketing reinforcing bar
End is more than both sides matched template respectively, and the extension beyond part is located at below matched template and is used to support with cover die
Plate；The vertical reinforcement, which is located at below horizontal bracketing reinforcing bar, is provided with vertical bars extension, and the length of vertical bars extension is equal to cast-in-place
Plate thickness, the lower end of the vertical bars extension are fixed with angle bar pedestal, and angle bar pedestal is fixed on the bottom mould of Bars In Poured Concrete Slab by iron nail
On plate.
Pad is equipped with vertical backing plate between both sides matched template and mould bases, and both sides backing plate is respectively positioned at vertical bars extension
Top.
The horizontal bracketing reinforcing bar is located in Bars In Poured Concrete Slab thickness range.
The beneficial effects of the utility model：Using angle bar tube chamber welds with base vertical reinforcement in the utility model, by means of cast-in-place
The bottom template of plate is supporting entire framework of steel reinforcement and matched template.Weld horizontal bracketing reinforcing bar in the middle part of vertical reinforcement, to
Support upper mould.Template can not only be saved, and structural stability is strong.
Vertical reinforcement upper weld horizontal reinforcement, easy to operate to control water stopping thresholds thickness, precision is high.
Reinforcing bar and middle part horizontal reinforcement, upper level reinforcing bar, angle bar are combined into supporting rack, are fixed in template with iron nail.
Matched template is installed above framework of steel reinforcement into outside wood is about to reinforce to drawing with split bolt, using to drawing spiral shell
The tension performance of bolt coordinates the inside supporting role of transverse steel again, consolidates overall construction intensity, can make water stopping thresholds with showing
Plate is poured to combine together completely.
Matched template is placed in above framework of steel reinforcement, Jin Erda by the framework of steel reinforcement of the utility model using the above structure
To mould accurate positioning is hung, it is firm so as to effectively improving water stopping thresholds formwork reinforcement situation and concrete placings quality to reinforce.
Description of the drawings：
Fig. 1 is that the utility model water stopping thresholds formwork reinforces the positive structure schematic implemented.
Fig. 2 is the dimensional structure diagram that Fig. 1 implements state.
Specific embodiment
Reference numeral in attached drawing 1 includes：Figure label 1 is angle bar pedestal, and 2 be vertical reinforcement, and 2a is vertical bars extension,
3 be horizontal bracketing reinforcing bar, and 4 be matched template, and 5 be split bolt, and 6 be iron nail, and 7 be horizontally-supported reinforcing bar, and 8 be mould bases, and 9 be pad
Plate.
Water stopping thresholds formwork ruggedized construction as shown in Figures 1 and 2, including 4 grade components of framework of steel reinforcement and matched template.
Wherein, it is close to conjunction 4 inner wall of matched template at least in the position at both ends in the inside of both sides matched template 4 and is provided with vertical reinforcement
2, the upper end of vertical reinforcement 2 is fixedly connected with horizontally-supported reinforcing bar 7, and the length of horizontally-supported reinforcing bar 7 is equal to water stopping thresholds thickness, wherein
Horizontal bracketing reinforcing bar 3 is located in Bars In Poured Concrete Slab thickness range.Two end faces of horizontally-supported reinforcing bar 7 are supported on both sides matched template 4
Inner wall, the lower end of vertical reinforcement 2 is fixed with horizontal bracketing reinforcing bar 3, and the both ends of the horizontal bracketing reinforcing bar 3 are matched respectively more than both sides
Template 4 is covered, and the extension beyond part is located at the lower section of matched template 4 and is used to support matched template 4.
Vertical reinforcement 2 is located at horizontal 3 lower section of bracketing reinforcing bar and is provided with vertical bars extension 2a, the length of vertical bars extension 2a etc.
In cast-in-place plate thickness, the lower end of vertical bars extension 2a is fixed with angle bar pedestal 1, and angle bar pedestal 1 is fixed on cast-in-place by iron nail 6
In the bottom template of plate.
A set of mould bases 8 is respectively set in the position at the outside both ends of two matched templates being arranged in parallel 4, and each mould bases 8 wraps
Two heel posts and the crossbeam on top are included, split bolt 5 is installed between the middle part of two heel posts.
Pad is located at perpendicular respectively equipped with vertical backing plate 9 or the lumps of wood, both sides backing plate 9 between both sides matched template 4 and mould bases 8
The top of muscle extension 2a.
In use, water stopping thresholds sideline is popped up first；Angle bar Steel bar rack, 6 fixed angles of iron nail are installed according to water stopping thresholds sideline
Retort stand.Then location and installation is carried out to matched template 4.Split bolt 5 is worn in matched template 4 afterwards, is reinforced.After acceptance(check)
Carry out concreting.
Above in association with described in attached drawing be only the utility model preferred embodiment, but the utility model is not limited to
State embodiment, it is noted that for those skilled in the art, under the premise of the utility model structure is not departed from,
Various modifications and improvement can also be made, these should also be considered as the scope of protection of the utility model, these all do not interfere with this
The effect and practical applicability that utility model is implemented.
Claims (3)
1. a kind of water stopping thresholds formwork ruggedized construction, including framework of steel reinforcement and matched template, it is characterized in that：It is arranged in parallel at two
The outside of matched template at least respectively sets a set of mould bases in the position at both ends, and each mould bases includes two heel posts and the horizontal stroke on top
Beam is equipped with split bolt between the middle part of two heel posts；In both sides, the inside of matched template is at least in the position at both ends, tightly
Fitting matched template inner wall is provided with vertical reinforcement, and the upper end of vertical reinforcement is fixedly connected with horizontally-supported reinforcing bar, horizontally-supported steel
The length of muscle is equal to water stopping thresholds thickness, and two end faces of horizontally-supported reinforcing bar are supported on the inner wall of both sides matched template, vertical steel
The lower end of muscle is fixed with horizontal bracketing reinforcing bar, and the both ends of the horizontal bracketing reinforcing bar are more than respectively both sides matched template, and exceed
Partial extension, which is located at below matched template, is used to support matched template；The vertical reinforcement is located under horizontal bracketing reinforcing bar
Side is provided with vertical bars extension, and the length of vertical bars extension is equal to cast-in-place plate thickness, and the lower end of the vertical bars extension is fixed with angle
Iron pedestal, angle bar pedestal are fixed on by iron nail in the bottom template of Bars In Poured Concrete Slab.
2. water stopping thresholds formwork ruggedized construction according to claim 1, it is characterized in that：Between both sides matched template and mould bases
Pad is located at the top of vertical bars extension respectively equipped with vertical backing plate, both sides backing plate.
3. water stopping thresholds formwork ruggedized construction according to claim 1, it is characterized in that：The horizontal bracketing reinforcing bar is located at cast-in-place
In the range of plate thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721676640.XU CN207568180U (en) | 2017-12-06 | 2017-12-06 | Water stopping thresholds formwork ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721676640.XU CN207568180U (en) | 2017-12-06 | 2017-12-06 | Water stopping thresholds formwork ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207568180U true CN207568180U (en) | 2018-07-03 |
Family
ID=62690384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721676640.XU Expired - Fee Related CN207568180U (en) | 2017-12-06 | 2017-12-06 | Water stopping thresholds formwork ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207568180U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN109881793A (en) * | 2019-03-19 | 2019-06-14 | 中国十七冶集团有限公司 | A kind of production and construction method of sealing reversed beam and main structure one-time-concreting |
| CN109944441A (en) * | 2019-03-25 | 2019-06-28 | 广东蕉岭建筑工程集团有限公司 | A kind of construction method of the anti-bank mold of sealing and its anti-bank of installation method, sealing |
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN111926928A (en) * | 2020-07-27 | 2020-11-13 | 南通四建集团有限公司 | Construction method of sleeve ridge type water stop ridge |
| CN115387601A (en) * | 2022-09-01 | 2022-11-25 | 中建四局第五建筑工程有限公司 | Reverse ridge hanging formwork support and method for constructing reverse ridge by utilizing same |
-
2017
- 2017-12-06 CN CN201721676640.XU patent/CN207568180U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN108979142B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Hang mould and pour construction structures |
| CN108979136B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Anti-bank's of bathroom integrative construction formwork structure of pouring |
| CN109881793A (en) * | 2019-03-19 | 2019-06-14 | 中国十七冶集团有限公司 | A kind of production and construction method of sealing reversed beam and main structure one-time-concreting |
| CN109944441A (en) * | 2019-03-25 | 2019-06-28 | 广东蕉岭建筑工程集团有限公司 | A kind of construction method of the anti-bank mold of sealing and its anti-bank of installation method, sealing |
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN111926928A (en) * | 2020-07-27 | 2020-11-13 | 南通四建集团有限公司 | Construction method of sleeve ridge type water stop ridge |
| CN111926928B (en) * | 2020-07-27 | 2021-06-01 | 南通四建集团有限公司 | Construction method of sleeve ridge type water stop ridge |
| CN115387601A (en) * | 2022-09-01 | 2022-11-25 | 中建四局第五建筑工程有限公司 | Reverse ridge hanging formwork support and method for constructing reverse ridge by utilizing same |
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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: 450000 Shangxian Street, Longzihu Wisdom Island, Zhengdong New District, Zhengzhou City, Henan Province Patentee after: Zhengzhou Yijian Group Co.,Ltd. Address before: 450000, No. 91, Bauhinia Road, Zhengzhou City, Henan Province Patentee before: ZHENGZHOU NO.1 CONSTRUCTION ENGINEERING GROUP Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20201206 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |