CN206752318U - A kind of bridge coping template fast dismounting device - Google Patents
A kind of bridge coping template fast dismounting device Download PDFInfo
- Publication number
- CN206752318U CN206752318U CN201720283730.6U CN201720283730U CN206752318U CN 206752318 U CN206752318 U CN 206752318U CN 201720283730 U CN201720283730 U CN 201720283730U CN 206752318 U CN206752318 U CN 206752318U
- Authority
- CN
- China
- Prior art keywords
- lifting boom
- template
- dismounting device
- type supports
- connecting rod
- Prior art date
- 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
Links
- 230000010485 coping Effects 0.000 title claims abstract description 11
- 239000000725 suspension Substances 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 4
- 230000011218 segmentation Effects 0.000 abstract description 4
- 239000002994 raw material Substances 0.000 abstract description 3
- 230000009467 reduction Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000006399 behavior Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
A kind of bridge coping template fast dismounting device, including 2 L-type supports, 1 lifting boom and 1 connecting rod, the both ends of connecting rod correspond to and are connected with the horizontal segment of 2 L-type supports and fix capping beam template respectively, the both ends of lifting boom correspond to be fixedly connected with the vertical section of 2 L-type supports respectively, the limited part for setting restricted suspension hook to slide on lifting boom.Raw material used in the utility model can make with remaining reinforcing bar leftover pieces at the scene in advance, and cost is cheap, high financial profit；Structure is extremely simple, can make and remove at any time, live adaptability is good；Template segmentation is integrally formed in demolishing process, it is only necessary to which removing the connector of only a few just can accomplish to remove multiple large area templates, reduce the work high above the ground time of worker, and efficiency of construction is high, while the reduction of work high above the ground time also make it that construction is safer.
Description
Technical field
It the utility model is related to bridge and technical field of road construction, and in particular to a kind of bridge coping template is quickly removed
Device.
Background technology
Traditional form removable is all that crane coordinates manually, and the universal area of capping beam template is larger, multiple manually by template
Connect after accessory removes, template is fixed on crane, slowly places ground, because connection accessory is more in whole demolishing process, is made
Industry position is high, causes that time-consuming, influences construction speed and construction safety.Therefore a kind of reduction striking time, and high-altitude is needed to make
The artificial method of industry.
In the prior art, Patent No. 2011204379254, the practicality of entitled " a kind of capping beam template supporting device " are new
Type patent, a kind of capping beam template supporting device, including pier stud are disclosed, the pier stud is provided with hole to be provided, and the hole to be provided is inserted
Entering has steel pipe, and the sand cylinder supporting system for supporting capping beam template is provided with above the steel pipe.The capping beam template branch takes up
Construction cost, device stress system are clear and definite, and shortcoming is to be only applicable to narrow landform to reduce for the advantages of putting.
Patent No. 2014201314317, the utility model patent of entitled " the complete bent cap steel form of bridge ", technical side
Case is that wherein steel form panel in one side is designed as panel protrusion adpting flange 3mm male tenons at two pieces of steel form panel splicings, right
The another side splicing steel form panel answered is concordant with flange, and 3mm male tenons are formed after two pieces of steel form panels are connected by flange；
Only slurry adhesive tape is pasted on the flange on protrusion male tenon one side；Mode structure is moved back in template splicing with sealing structure, steel form to fill
After point use, separately increase stabilisation system, stabilisation system includes cross member, vertical beam and contact cross member and vertical beam on side template
Oblique strut.Its advantage is to tear open laborsaving simple, and efficiency of construction is high, and model sheetinstallat quality control is easy, and slurry seal water-stagnating effect is notable；
But this apparatus structure part is more, is unfavorable for making in site.
The content of the invention
Technical problem to be solved in the utility model is, for narrow application range, operation existing for above-mentioned prior art
A kind of the problem of complicated, there is provided bridge coping template fast dismounting device.
Technical scheme is used by the utility model：
A kind of bridge coping template fast dismounting device, including 2 L-type supports, 1 lifting boom and 1 connecting rod, connection
The both ends of bar correspond to and are connected with the horizontal segment of 2 L-type supports and fix capping beam template respectively, and the both ends of lifting boom are right respectively
It should be fixedly connected with the vertical section of 2 L-type supports, the limited part for setting restricted suspension hook to slide on lifting boom.
According to such scheme, the end of the connecting rod and the horizontal segment of L-type support are connected by screw, nut, described
The end of lifting boom and the vertical section of L-type support are connected by screw shell.
According to such scheme, the lifting boom is made up of Φ 32mm round steel.
According to such scheme, the limited part on the lifting boom is the round steel for 2 Φ 10mm being welded on lifting boom.
Having the beneficial effect that acquired by the utility model：
1. the raw material used in the utility model can make with remaining reinforcing bar leftover pieces at the scene in advance, it is not necessary to remote
Apart from transporting raw materials or especially predetermined, cost is cheap, high financial profit；
2. the utility model structure is extremely simple, it is connected and the simple behaviour such as spot welding by screw, nut, screw shell
Make to can be made into this template fast dismounting device, it is workable, it can make and remove at any time, live adaptability is good；
3. template segmentation is integrally formed in demolishing process, it is not necessary to remove all connectors one by one, it is only necessary to tear open
Except the connector of only a few is with regard to that can accomplish to remove multiple large area templates, the work high above the ground time of worker, efficiency of construction are reduced
Height, while the reduction of work high above the ground time also make it that construction is safer.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is capping beam template overall pulling down schematic diagram；
Fig. 3 is that capping beam template lifts by crane schematic diagram；
In figure：1-L type supports, 2- lifting booms, 3- connecting rods, 4- screws, 5- nuts, 6- screw shells, 7- limited parts, 8-
Capping beam template, 9- operating platforms, 10- bridge piers.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As Figure 1-3, a kind of bridge coping template fast dismounting device is present embodiments provided.Grasped not shown in Fig. 1
Make platform 9 and bridge pier 10, the platform where when operating platform 9 is worker's operation.
Often set, which removes device, includes 2 L-type supports, 1,1 lifting boom 2 and 1 connecting rod 3.
The both ends of connecting rod 3 and the horizontal segment of L-type support 1 are equipped with through hole, and screw 4 is reserved through capping beam template 8
Hole, the through hole of connecting rod 3, L-type support 1 horizontal segment through hole after screw on screw 4, screw 4, nut 5 are by connecting rod 3, L-type branch
Frame 1, capping beam template 8 are fixed into an entirety.L-type support 1 can make with remaining reinforcing bar leftover pieces at the scene in advance.
Lifting boom 2 is made up of Φ 32mm round steel.The both ends of lifting boom 2, which are machined with external screw thread, (supporting can screw on spiral shell
Line sleeve 6), the vertical section of L-type support 1 is provided with through hole, and the both ends of lifting boom 2 correspond to through the vertical of 2 L-type supports 1 respectively
The part and screw shell 6 stretched out after the through hole of section connect (screw shell 6 corresponds to 2), the fixed hoisting bar 2 of screw shell 6
With L-type support 1.
The suspension hook of crane hangs lifting boom 2, so as to which capping beam template 8 be sling.In order to limit the slip of suspension hook, lifting boom 2
The limited part 7 for setting restricted suspension hook to slide.In the present embodiment, limited part 7 is two Φ for being welded on lifting boom centre position
10mm round steel, suspension hook are hung between two Φ 10mm round steel.
It can accomplish that segmentation is removed according to bent cap length in operation, so as to save the time.By at original bent cap both ends
Template fast dismounting device shown in the present embodiment is installed on the assembling preformed hole in template, the template of both sides is connected to become one
Individual entirety, accomplish that multiple template can remove simultaneously, need not because template segmentation is integrally formed in demolishing process
All connectors are removed one by one, it is only necessary to remove the connector of only a few, with regard to that can accomplish to remove multiple large area templates, very greatly
Reduce the time of worker's aloft operation in degree, it is also relative safer, while saving that aloft operation is artificial
The time is saved, so as to play the purpose for accelerating form removal cost-effective, accelerating construction progress.
It should be understood that above-described embodiment is merely to illustrate the utility model rather than limitation the scope of the utility model.This
Art personnel can make various changes or repair to the utility model after the content of the utility model instruction has been read
Change, without departing from the spirit and scope of technical solutions of the utility model, it all should cover in claim model of the present utility model
In enclosing.
Claims (4)
- A kind of 1. bridge coping template fast dismounting device, it is characterised in that：Including 2 L-type supports (1), 1 lifting boom (2) With 1 connecting rod (3), the both ends of connecting rod (3) correspond to respectively to be connected with the horizontal segment of 2 L-type supports (1) and fixes bent cap Template (8), the both ends of lifting boom (2) correspond to respectively to be fixedly connected with the vertical section of 2 L-type supports (1), on lifting boom (2) The limited part (7) for setting restricted suspension hook to slide.
- 2. bridge coping template fast dismounting device according to claim 1, it is characterised in that：The connecting rod (3) End is connected with the horizontal segment of L-type support (1) by screw (4), nut (5), the end of the lifting boom (2) and L-type support (1) vertical section is connected by screw shell (6).
- 3. bridge coping template fast dismounting device according to claim 1, it is characterised in that：The lifting boom (2) by Φ 32mm round steel is made.
- 4. bridge coping template fast dismounting device according to claim 1, it is characterised in that：On the lifting boom (2) Limited part (7) be the round steel for being welded on 2 Φ 10mm on lifting boom (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720283730.6U CN206752318U (en) | 2017-03-22 | 2017-03-22 | A kind of bridge coping template fast dismounting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720283730.6U CN206752318U (en) | 2017-03-22 | 2017-03-22 | A kind of bridge coping template fast dismounting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752318U true CN206752318U (en) | 2017-12-15 |
Family
ID=60611431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720283730.6U Expired - Fee Related CN206752318U (en) | 2017-03-22 | 2017-03-22 | A kind of bridge coping template fast dismounting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206752318U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718667A (en) * | 2021-09-02 | 2021-11-30 | 中铁二十局集团第三工程有限公司 | Existing pier breaking method and bridge support replacing construction process |
-
2017
- 2017-03-22 CN CN201720283730.6U patent/CN206752318U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718667A (en) * | 2021-09-02 | 2021-11-30 | 中铁二十局集团第三工程有限公司 | Existing pier breaking method and bridge support replacing construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171215 |