CN204282391U - A kind of heel foundation formwork erecting structure - Google Patents
A kind of heel foundation formwork erecting structure Download PDFInfo
- Publication number
- CN204282391U CN204282391U CN201420720192.9U CN201420720192U CN204282391U CN 204282391 U CN204282391 U CN 204282391U CN 201420720192 U CN201420720192 U CN 201420720192U CN 204282391 U CN204282391 U CN 204282391U
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- China
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- steel form
- formwork
- cone table
- erecting structure
- prefabricated
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Abstract
Heel foundation formwork erecting structure of the present utility model comprises multiple steel form, multiple steel form is spliced into the cone table formwork of upper and lower opening, steel form side is provided with back cord, one group of relative back cord is welded with channel steel support, steel form is integrated by angle splice joint, cone table formwork is fixed by the embedded bar on basement rock, the number of the embedded bar on basement rock is identical with the number of steel form, cone table formwork has multiple corner angle be spliced to form by steel form, the edges and corners of cone table formwork lower opening fix in embedded bar side, the side of steel form is also provided with prefabricated drawknot and hooks and through hole, through hole is positioned at prefabricated drawknot and hooks below, cone table formwork passes through wire rope inclined to fixing, wire rope one end hooks with prefabricated drawknot through through hole and is connected, one end is connected with U-shaped snap ring pre-buried on basement rock in addition, heel foundation formwork erecting structure of the present utility model, compared to traditional mold method, operate simple and easy, short construction period, construction quality is easy to ensure, and steel form can reuse.
Description
Technical field
The utility model relates to a kind of formwork erecting structure for building, especially a kind of suspension column formwork erecting structure that can be recycled.
Background technology
Current traditional infrastructure formwork way is for building brick foundation by laying bricks or stones or using steel pipe and template construct basis, complicated operation, duration are longer, and mostly are special-shaped rock due to basement rock, adopt traditional formwork erecting structure and mold method to carry out constructing very difficult, and construction quality is difficult to ensure, and construction cost is high.
Utility model content
The utility model object of the application is to solve current above-mentioned technical problem, and provide a kind of can fast, efficient, can be recycled and reduce the heel foundation formwork erecting structure of engineering time, raising workmanship.
In order to complete the utility model object of the application, the application by the following technical solutions:
Heel foundation formwork erecting structure of the present utility model, comprises multiple steel form, and multiple described steel form is spliced into the cone table formwork of upper and lower opening, and described cone table formwork is fixed by the embedded bar on basement rock, and described cone table formwork passes through wire rope inclined to fixing.
Steel form described in the utility model is integrated by angle splice joint.
The number of the embedded bar on the utility model basement rock is 2 times of the number of steel form, and described cone table formwork has multiple corner angle be spliced to form by steel form, and the both sides of the interior corners of each described cone table formwork lower opening respectively fix an embedded bar.
Steel form side described in the utility model is provided with back cord, and described back cord is welded with channel steel support.
On each described steel form of the utility model, horizontal parallel lays two back cords, and the described back cord in same level is end to end, and the described back cord in same level is by channel steel support lateral connection.
The side of steel form described in the utility model is also provided with prefabricated drawknot and hooks and through hole, described through hole is positioned at the below that described prefabricated drawknot hooks, one end of described wire rope hooks with described prefabricated drawknot through described through hole and is connected, and one end is connected with the pre-buried U-shaped snap ring on basement rock in addition.
The number of steel form described in the utility model is 4, and the number of described embedded bar is 8, and each described steel form is provided with a prefabricated drawknot and hooks and through hole.
Heel foundation formwork erecting structure of the present utility model is compared with prior art distinguished and is: heel foundation formwork erecting structure of the present utility model is the cone table formwork being spliced into one by multiple steel form, steel form passes through Bolted angle connection, the making of cone table formwork is simple and quick, steel form can reuse, cost is low, and by welding groove bracing members on back cord, the intensity of cone table formwork can be strengthened, meet user demand, the manufacture of cone table formwork can not be subject to the impact of special-shaped basement rock, difficulty of construction and cost reduce, thus improve work efficiency and construction quality, in addition, by embedded bar and wire cable strengthening, the steadiness of cone table formwork can be improved.
Accompanying drawing explanation
Fig. 1 is heel foundation formwork schematic top plan view of the present utility model.
Fig. 2 is heel foundation formwork erecting structure schematic diagram of the present utility model.
Fig. 3 is that prefabricated drawknot of the present utility model hooks schematic diagram.
Detailed description of the invention
Be described below in conjunction with the detailed description of the invention of accompanying drawing to heel foundation formwork erecting structure of the present utility model:
Embodiment:
As as described in Fig. 1-3, the heel foundation formwork erecting structure of the present embodiment comprises multiple steel form 1, the shape of steel form 1 is isosceles trapezoid, multiple steel form 1 is sliceable is the cone table formwork of upper and lower opening, then angle steel 2 is used to fix, preferably, steel form 1 number is 4, on steel form 1 medial surface of cone table formwork, level lays many back cords 3, then oblique layout many back cords 3 are intersected, to strengthen steel form intensity, preferably, on each steel form 1, horizontal parallel lays two back cords 3, back cord 3 in same level is end to end, welding groove bracing members 7 on one group of back cord 3 relative in same level, back cord 3 lateral connection that two horizontal parallel are arranged by channel steel support 7 together, the lateral pressure that opposing concreting produces, cone table formwork (see Fig. 2) is fixed by the embedded bar 6 on basement rock, the number of the embedded bar 6 on basement rock is 2 times of the number of steel form 1, preferred number is 8, cone table formwork has multiple corner angle be spliced to form by steel form 1, each corner angle both sides respectively fix an embedded bar 6, prevent steel form 1 in concreting process to be shifted and produce deviation, affect concrete construction quality, and the side of steel form 1 is also provided with prefabricated drawknot hook 4 and through hole 5, through hole 5 is positioned at the below that prefabricated drawknot hooks 4, one end of wire rope 8 hooks with prefabricated drawknot through through hole 5 and is connected, one end is connected with the pre-buried U-shaped snap ring 9 on basement rock in addition, cone table formwork is oblique fixing by wire rope 8.
All steel forms 1 in the present embodiment are prefabricated film block, Assembling is constructed or directly assembled good whole cone table formwork handling is installed to the position that will construct, easy construction, save the duration, can have enough to meet the need and reuse, and concrete construction quality be easy to ensure.
The concrete using method of the heel foundation formwork erecting structure of the present embodiment is as follows:
As described in Fig. 1-3, first lay foundation location line, then steel form 1 is transported to assigned address, back cord 3 is welded afterwards inside steel form 1, steel form 1 formed angle steel 2 is connected, and formed angle steel 2 is screwed down fixing, steel form 1 is assembled complete after channel steel support 7 and back cord 3 are welded and fixed, or again steel form 1 is transported to assigned address after above-mentioned operation being completed.
After adjusting assembled good steel form 1, embedded bar 6 is blocked by inside steel form 1, then the prefabricated drawknot be fixed on one end of wire rope 8 inside steel form 1 hooks on 4, the other end is fixed on U-shaped snap ring 9 pre-buried on basement rock through the through hole 5 on steel form 1, regulate tense wire rope 8, so far all working completes, then concreting, concreting is dismountable steel form 1 after completing and reaching requirement, dismounting order is same with erection sequence, or slice off wire rope 8 tower crane inside steel form 1 and directly put forward by cone table formwork, and then decompose recycling.
More than describing is to explanation of the present utility model, and be not the restriction to utility model, the utility model limited range is see claim, and when without prejudice to spirit of the present utility model, the utility model can do any type of amendment.
Claims (7)
1. a heel foundation formwork erecting structure, it is characterized in that: comprise multiple steel form (1), multiple described steel forms (1) are spliced into the cone table formwork of upper and lower opening, described cone table formwork is fixed by the embedded bar (6) on basement rock, and described cone table formwork is oblique fixing by wire rope (8).
2. heel foundation formwork erecting structure according to claim 1, is characterized in that: described steel form (1) is spliced into one by angle steel (2).
3. heel foundation formwork erecting structure according to claim 2, it is characterized in that: the number of the embedded bar (6) on basement rock is 2 times of the number of steel form (1), described cone table formwork has multiple corner angle be spliced to form by steel form (1), and the both sides of the interior corners of each described cone table formwork lower opening respectively fix an embedded bar (6).
4. heel foundation formwork erecting structure according to claim 3, is characterized in that: described steel form (1) side is provided with back cord (3), described back cord (3) is welded with channel steel support (7).
5. heel foundation formwork erecting structure according to claim 4, it is characterized in that: the upper horizontal parallel of each described steel form (1) lays two back cords (3), described back cord (3) in same level is end to end, and the relative described back cord (3) in same level is by channel steel support (7) lateral connection.
6. the heel foundation formwork erecting structure according to claim 1-5 any one, it is characterized in that: the side of described steel form (1) is also provided with prefabricated drawknot and hooks (4) and through hole (5), described through hole (5) is positioned at the below that described prefabricated drawknot hooks (4), one end of described wire rope (8) hooks (4) through described through hole (5) with described prefabricated drawknot and is connected, and one end is connected with the pre-buried U-shaped snap ring (9) on basement rock in addition.
7. heel foundation formwork erecting structure according to claim 6, it is characterized in that: the number of described steel form (1) is 4, the number of described embedded bar (6) is 8, and each described steel form (1) is provided with a prefabricated drawknot and hooks (4) and through hole (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420720192.9U CN204282391U (en) | 2014-11-25 | 2014-11-25 | A kind of heel foundation formwork erecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420720192.9U CN204282391U (en) | 2014-11-25 | 2014-11-25 | A kind of heel foundation formwork erecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282391U true CN204282391U (en) | 2015-04-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420720192.9U Expired - Fee Related CN204282391U (en) | 2014-11-25 | 2014-11-25 | A kind of heel foundation formwork erecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282391U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320357A (en) * | 2016-08-18 | 2017-01-11 | 山东鲁野钢结构工程有限公司 | Steel structure foundation one-time-forming mold |
| CN108661066A (en) * | 2018-06-20 | 2018-10-16 | 郑州市第建筑工程集团有限公司 | The closed formwork erecting structure in isolated footing and technique |
| CN112627511A (en) * | 2020-12-02 | 2021-04-09 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
-
2014
- 2014-11-25 CN CN201420720192.9U patent/CN204282391U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320357A (en) * | 2016-08-18 | 2017-01-11 | 山东鲁野钢结构工程有限公司 | Steel structure foundation one-time-forming mold |
| CN106320357B (en) * | 2016-08-18 | 2018-07-10 | 山东鲁野钢结构工程有限公司 | A kind of one-time formed mold of steel structure base |
| CN108661066A (en) * | 2018-06-20 | 2018-10-16 | 郑州市第建筑工程集团有限公司 | The closed formwork erecting structure in isolated footing and technique |
| CN108661066B (en) * | 2018-06-20 | 2020-05-08 | 郑州市第一建筑工程集团有限公司 | Independent foundation closed type formwork structure and process |
| CN112627511A (en) * | 2020-12-02 | 2021-04-09 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
| CN112627511B (en) * | 2020-12-02 | 2022-01-28 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20150422 Termination date: 20191125 |