CN202831617U - Large-scale integrated steel template - Google Patents
Large-scale integrated steel template Download PDFInfo
- Publication number
- CN202831617U CN202831617U CN 201220542595 CN201220542595U CN202831617U CN 202831617 U CN202831617 U CN 202831617U CN 201220542595 CN201220542595 CN 201220542595 CN 201220542595 U CN201220542595 U CN 201220542595U CN 202831617 U CN202831617 U CN 202831617U
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- China
- Prior art keywords
- steel form
- steel template
- plate
- steel
- hoisting frame
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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
A large-scale integrated steel template comprises a steel template and lifting frames, wherein two parallel lifting frames are fixedly connected with cross rib plates of the steel template through a plurality of U-shaped hook bolts. Lifting lugs are arranged on the lifting frames and can be suitable for quick hoisting in place of hoisting equipment. Compared with a common construction method using bulk templates to achieve assembling and mold uprighting, the large-scale integrated steel template has the advantages of being quick in mold uprighting speed and high in cabin preparation efficiency. Meanwhile, reinforcing angle steel welded on the cross rib plates of the steel template improve strength of the rib plates and can prevent the steel template from deforming in the process of lifting, concrete pouring quality is guaranteed beneficially, later maintenance work load of concrete surfaces is reduced, and the large-scale integrated template is suitable for the mold uprighting work condition of large-area concrete pouring.
Description
Technical field
The utility model relates to the concrete blinding field, but is specifically related to a kind of large-scale integral formula steel form of Fast Installation.
Background technology
In the concrete construction engineering construction, require more and more higher to Surface Quality of Concrete, especially for the concrete flow-passing surface, the larger positions of panel area such as exposed face or transverse joint face, therefore also very high to the quality requirement of template, if these positions use conventional template in bulk to carry out the construction of assembly unit formwork erection, not only operation is many and complicated, and the material and the labour that drop into are also many, cause speed of application slow, invest greatlyr, simultaneously formwork edge joint is many, distortion occurs easily, cause concrete apparent mass to be difficult to be guaranteed, also increased the workload on later stage mending concrete surface.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of large-scale integral formula steel form, carrying out assembly unit formwork erection method with the employing of routine template in bulk compares, not only formwork erection speed is fast, standby storehouse efficient is high, be conducive to reduce production costs, also help simultaneously the assurance concrete construction quality, reduce the later stage patch work amount of concrete surface.
For achieving the above object, technical solution adopted in the utility model is: a kind of large-scale integral formula steel form, comprise steel form, hoisting frame, one end of hoisting frame is welded with hanger, the one side of steel form is provided with the orthogonal vertical gusset of multiple tracks and horizontal bar plate, be welded with the reinforcement angle steel and have a plurality of bolts hole at the horizontal bar plate, the hoisting frame that twice are parallel to each other is connected and fixed by the horizontal bar plate of a plurality of U-shaped HOOK BOLTSs and steel form.
Also be provided with a plurality of adjusting devices on the described hoisting frame, adjusting device is comprised of screw rod, sleeve and location-plate, and sleeve is welded on a side of location-plate, and location-plate is fixed by screws on the hoisting frame; Described screw rod is provided with the entire body external screw thread, and there is clamping head at two ends; Described sleeve is provided with the entire body internal thread, supports the use with screw rod.
Also be provided with it supporting S type fastener above the described adjusting device, S type fastener is welded by two S shape steel plates that are parallel to each other and two junction plates, respectively is provided with the rolling pivot pin at two of S shape steel plate.
A kind of large-scale integral formula steel form that the utility model provides, carry out the technical scheme of assembly unit formwork erection with respect to the employing of routine template in bulk, its beneficial effect is: 1) be provided with hoisting frame in Overall Steel Formwork, being convenient to adopt lifting appliance that it is lifted rapidly puts in place, thereby accelerated formwork erection speed, improve standby storehouse efficient, reduced cost of production; 2) the reinforcement angle steel that welds at the horizontal bar plate of steel form has improved the intensity of gusset, can prevent that distortion from appearring in steel form in lifting process, is conducive to guarantee concrete pouring quality, reduces the later stage patch work amount of concrete surface.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is large-scale integral formula steel template structure front view.
Fig. 2 is for being large-scale integral formula steel template structure lateral view.
Fig. 3 is a place drawing among Fig. 2.
Fig. 4 be among Fig. 3 A-A to view.
The specific embodiment
Shown in Fig. 1～4, a kind of large-scale integral formula steel form, comprise steel form 1, hoisting frame 2, one end of hoisting frame 2 is welded with hanger 21, the one side of steel form 1 is provided with the orthogonal vertical gusset 11 of multiple tracks and horizontal bar plate 12, be welded with reinforcement angle steel 13 and have a plurality of bolts hole at horizontal bar plate 12, the hoisting frame 2 that twice are parallel to each other is connected and fixed by the horizontal bar plate 12 of a plurality of U-shaped HOOK BOLTSs 3 with steel form 1.
Also be provided with a plurality of adjusting devices 4 on the described hoisting frame 2, adjusting device 4 is comprised of screw rod 41, sleeve 42 and location-plate 43, and sleeve 42 is welded on a side of location-plate 43, and location-plate 43 is fixed by screws on the hoisting frame 2; Described screw rod 41 is provided with the entire body external screw thread, and there is clamping head at two ends; Described sleeve 42 is provided with the entire body internal thread, supports the use with screw rod 41.
Also be provided with it supporting S type fastener 5 above the described adjusting device 4, S type fastener 5 is welded by two S shape steel plates 51 that are parallel to each other and two junction plates 52, respectively is provided with rolling pivot pin 53 at two of S shape steel plate.
Embodiment:
Before the lifting of large-scale integral formula steel form, first hoisting frame 2 and steel form 1 are connected firmly.As shown in Fig. 1,2, hoisting frame 2 is fixed on the horizontal bar plate 12 of steel form 1 with U-shaped HOOK BOLTS 3 first; Collude in the reinforcement angle steel 13 of one horizontal bar plate 12 in the above with S type fastener 5, rotary screw 41 withstands it and angle steel 13 is strengthened in fastening again.
After finishing above-mentioned work, hanging device lifts it rapidly and puts in place in the time of can using, and adopts fastener by designing requirement polylith steel form 1 to be bolted together.
Claims (3)
1. large-scale integral formula steel form, comprise steel form (1), hoisting frame (2), it is characterized in that: an end of hoisting frame (2) is welded with hanger (21), the one side of steel form (1) is provided with the orthogonal vertical gusset of multiple tracks (11) and horizontal bar plate (12), be welded with reinforcement angle steel (13) and have a plurality of bolts hole at horizontal bar plate (12), the hoisting frame that twice are parallel to each other (2) is connected and fixed by the horizontal bar plate (12) of a plurality of U-shaped HOOK BOLTSs (3) with steel form (1).
2. a kind of large-scale integral formula steel form according to claim 1, it is characterized in that: also be provided with a plurality of adjusting devices (4) on the described hoisting frame (2), adjusting device (4) is comprised of screw rod (41), sleeve (42) and location-plate (43), sleeve (42) is welded on a side of location-plate (43), and location-plate (43) is fixed by screws on the hoisting frame (2); Described screw rod (41) is provided with the entire body external screw thread, and there is clamping head at two ends; Described sleeve (42) is provided with the entire body internal thread, supports the use with screw rod (41).
3. a kind of large-scale integral formula steel form according to claim 1 and 2, it is characterized in that: also be provided with it supporting S type fastener (5) above the described adjusting device (4), S type fastener (5) is welded by two S shape steel plates (51) that are parallel to each other and two junction plates (52), respectively is provided with rolling pivot pin (53) at two of S shape steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220542595 CN202831617U (en) | 2012-10-23 | 2012-10-23 | Large-scale integrated steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220542595 CN202831617U (en) | 2012-10-23 | 2012-10-23 | Large-scale integrated steel template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202831617U true CN202831617U (en) | 2013-03-27 |
Family
ID=47943360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220542595 Expired - Fee Related CN202831617U (en) | 2012-10-23 | 2012-10-23 | Large-scale integrated steel template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202831617U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284997A (en) * | 2015-05-28 | 2017-01-04 | 中国二十冶集团有限公司 | The big punching block construction method for lifting whole of reinforced concrete chimney |
| CN107558731A (en) * | 2017-09-29 | 2018-01-09 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
| CN113001749A (en) * | 2021-02-09 | 2021-06-22 | 浙江交工集团股份有限公司 | Column prefabricating construction process |
| CN114790715A (en) * | 2022-05-27 | 2022-07-26 | 中交二航局第一工程有限公司 | Self-adaptive folding steel formwork device |
-
2012
- 2012-10-23 CN CN 201220542595 patent/CN202831617U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284997A (en) * | 2015-05-28 | 2017-01-04 | 中国二十冶集团有限公司 | The big punching block construction method for lifting whole of reinforced concrete chimney |
| CN106284997B (en) * | 2015-05-28 | 2019-06-14 | 中国二十冶集团有限公司 | The big punching block construction method for lifting whole of reinforced concrete chimney |
| CN107558731A (en) * | 2017-09-29 | 2018-01-09 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
| CN113001749A (en) * | 2021-02-09 | 2021-06-22 | 浙江交工集团股份有限公司 | Column prefabricating construction process |
| CN114790715A (en) * | 2022-05-27 | 2022-07-26 | 中交二航局第一工程有限公司 | Self-adaptive folding steel formwork device |
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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 |
Granted publication date: 20130327 Termination date: 20191023 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |