CN204491419U - Pier body formwork faulting adjusting device - Google Patents
Pier body formwork faulting adjusting device Download PDFInfo
- Publication number
- CN204491419U CN204491419U CN201520124066.1U CN201520124066U CN204491419U CN 204491419 U CN204491419 U CN 204491419U CN 201520124066 U CN201520124066 U CN 201520124066U CN 204491419 U CN204491419 U CN 204491419U
- Authority
- CN
- China
- Prior art keywords
- adjusting bolt
- formwork
- faulting
- contiguous block
- pier body
- 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
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Abstract
The utility model discloses a kind of pier body formwork faulting adjusting device, comprise mould body, contiguous block, nut, adjusting bolt one and adjusting bolt two, described mould body is rectangular structure, side 1/3 place of cuboid is provided with groove, the width of this groove and the degree of depth are mated with formwork reinforcement channel-section steel, upper surface and the soffit of described mould body are welded with contiguous block respectively, contiguous block is welded with nut, described adjusting bolt one and adjusting bolt two are installed in nut, groove snaps on formwork reinforcement channel-section steel, adjustment adjusting bolt one and/or adjusting bolt two realize the adjustment to pier body formwork.The utility model structure is simple, easy to operate, preferably resolve the assembled faulting of slab ends that to complete between rear pattern plate and template of pier body formwork and regulate problem, be applicable to the assembled adjustment completing rear pattern plate and formwork faulting of pier body formwork, construction safety, general requirement efficiently can be met, there is safe, efficient advantage, can increase work efficiency, cost-saving.
Description
Technical field
The utility model relates to a kind of formwork faulting adjusting device, belongs to technical field of bridge construction.
Background technology
In the special tall and big pier construction of visitor, pier construction can adopt large scale steel mould, because pier shaft is higher, pier body formwork is assembled complete after, easily there is faulting of slab ends (shown in Fig. 5) in template and template splicing position, not only affect external quality of pier quality, and construction quality requires also have technical requirements to faulting of slab ends.For ensureing the special tall and big external quality of pier quality of visitor, reduce steel form joint faulting of slab ends, need to carry out faulting of slab ends adjustment, conventional method carries out that faulting of slab ends adjustment adopts crowbar firmly to prize or hammering method makes template splicing in place, adjust not in place on the one hand, affect presentation quality, assembled personnel need muscle power and the time of at substantial on the other hand, the safety of constructor also affected, operating efficiency is low, affect programming.
Summary of the invention
Technical problem to be solved in the utility model is the defect existed for prior art, provides a kind of convenient, practical, the faulting of slab ends of pier body formwork splicing efficiently adjustment means.
For solving this technical problem, the utility model provides a kind of pier body formwork faulting adjusting device, comprise mould body, contiguous block, nut, adjusting bolt one and adjusting bolt two, described mould body is rectangular structure, side 1/3 place of cuboid is provided with groove, the width of this groove and the degree of depth are mated with formwork reinforcement channel-section steel, upper surface and the soffit of described mould body are welded with contiguous block respectively, contiguous block is welded with nut, described adjusting bolt one and adjusting bolt two are installed with in nut, groove snaps on formwork reinforcement channel-section steel, adjustment adjusting bolt one and/or adjusting bolt two realize the adjustment to pier body formwork.
Described mould body and contiguous block adopt 24mm steel plate to be cut into.
Described mould body is of a size of 80mm ╳ 100mm; Contiguous block is of a size of 25mm ╳ 35mm.
Described adjusting bolt one and adjusting bolt two are M20 screw rod.
Beneficial effect: the utility model compared with prior art, structure is simple, easy to operate, preferably resolve the assembled faulting of slab ends that to complete between rear pattern plate and template of pier body formwork and regulate problem, be applicable to the assembled adjustment completing rear pattern plate and formwork faulting of pier body formwork, construction safety, general requirement efficiently can be met, there is safe, efficient advantage, can increase work efficiency, cost-saving.Accompanying drawing explanation
Fig. 1 is structural representation front view of the present utility model;
Fig. 2 is structural representation top view of the present utility model;
Fig. 3 is structural representation lateral view of the present utility model;
Fig. 4 is working state schematic representation of the present utility model;
Fig. 5 is template and template splicing position faulting of slab ends schematic diagram;
Fig. 6 is effect schematic diagram of the present utility model.
In figure: 1 mould body, 2 contiguous blocks, 3 nuts, 4 adjusting bolt one, 5 adjusting bolt two, 6 pier body formworks, 7 formwork reinforcement channel-section steels, 8 grooves.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is specifically described.
Figure 1 shows that structural representation front view of the present utility model.
Figure 2 shows that structural representation top view of the present utility model.
Figure 3 shows that structural representation lateral view of the present utility model.
The utility model comprises mould body 1, contiguous block 2, nut 3, adjusting bolt 1 and adjusting bolt 25.
Described mould body 1 is rectangular structure, and side 1/3 place of cuboid is provided with groove 8, and the width of this groove and the degree of depth are mated with formwork reinforcement channel-section steel 7.
Upper surface and the soffit of described mould body 1 are welded with contiguous block 2 respectively, and contiguous block 2 is welded with nut 3, and described adjusting bolt 1 and adjusting bolt 25 are installed with in nut 3.
Described groove 8 snaps on formwork reinforcement channel-section steel 7, regulates adjusting bolt 1 and/or the adjustment of adjusting bolt 25 realization to pier body formwork.
Described mould body 1 and contiguous block 2 adopt 24mm steel plate to be cut into.
Described mould body 1 is of a size of 80mm ╳ 100mm; Contiguous block 2 is of a size of 25mm ╳ 35mm.
Described adjusting bolt 1 and adjusting bolt 25 are M20 screw rod.
Figure 4 shows that working state schematic representation of the present utility model.
Preparation method of the present utility model:
The utility model adjustment means is made up of 3 blocks of thick 24mm steel plates and 2 cover M20 bolts: first cut into the mould body 1 as Fig. 1 shape with steel plate, then contiguous block 2 is welded in respectively with electric welding on the above and below of mould body 1, again nut 3 is welded in respectively on two pieces of contiguous blocks 2, finally adjusting bolt 1 and adjusting bolt 25 is fit in nut 3 and namely completes.
Further:
Described mould body 1, contiguous block 2 and adjusting bolt 1 and adjusting bolt 25 size, according to Site Template weight customization size, make it more adapt to site operation.
Using method of the present utility model:
Pier body formwork is assembled to be completed when to there is faulting of slab ends between rear pattern plate, first groove 8 of the present utility model is snapped on formwork reinforcement channel-section steel 7, by spanner fastening adjustment bolt 1 and adjusting bolt 25, the utility model is made to be stuck on formwork reinforcement channel-section steel 7, unclamp the assembled of two pieces of templates after fixedly completing and add fixing bolt, adjusting bolt 1 (as shown in Figure 5) is regulated to make two pieces of templates smooth (as shown in Figure 6) with spanner, two pieces of templates are smooth fasteningly assembledly adds fixing bolt afterwards, after concreting completes, remove the utility model during form removal.
The utility model compared with prior art, structure is simple, easy to operate, preferably resolve the assembled faulting of slab ends that to complete between rear pattern plate and template of pier body formwork and regulate problem, be applicable to the assembled adjustment completing rear pattern plate and formwork faulting of pier body formwork, construction safety, general requirement efficiently can be met, there is safe, efficient advantage, can increase work efficiency, cost-saving.
The above-mentioned embodiment of the utility model, just illustrates, is not only, and all changes within the scope of the utility model or in equivalent scope of the present utility model are all surrounded by the utility model.
Claims (4)
1. a pier body formwork faulting adjusting device, it is characterized in that: comprise mould body (1), contiguous block (2), nut (3), adjusting bolt one (4) and adjusting bolt two (5), described mould body (1) is rectangular structure, side 1/3 place of cuboid is provided with groove (8), the width of this groove and the degree of depth are mated with formwork reinforcement channel-section steel (7), the upper surface of described mould body (1) and soffit are welded with contiguous block (2) respectively, contiguous block (2) is welded with nut (3), described adjusting bolt one (4) and adjusting bolt two (5) are installed in nut (3), groove (8) snaps on formwork reinforcement channel-section steel (7), regulate adjusting bolt one (4) and/or the adjustment of adjusting bolt two (5) realization to pier body formwork.
2. pier body formwork faulting adjusting device according to claim 1, is characterized in that: described mould body (1) and contiguous block (2) adopt 24mm steel plate to be cut into.
3. pier body formwork faulting adjusting device according to claim 1, is characterized in that: described mould body (1) is of a size of 80mm ╳ 100mm; Contiguous block (2) is of a size of 25mm ╳ 35mm.
4. the pier body formwork faulting adjusting device according to claim 1,2 or 3, is characterized in that: described adjusting bolt one (4) and adjusting bolt two (5) are M20 screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520124066.1U CN204491419U (en) | 2015-03-03 | 2015-03-03 | Pier body formwork faulting adjusting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520124066.1U CN204491419U (en) | 2015-03-03 | 2015-03-03 | Pier body formwork faulting adjusting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491419U true CN204491419U (en) | 2015-07-22 |
Family
ID=53570718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520124066.1U Expired - Fee Related CN204491419U (en) | 2015-03-03 | 2015-03-03 | Pier body formwork faulting adjusting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853390A (en) * | 2019-01-14 | 2019-06-07 | 苏州交通工程集团有限公司 | High pier stud second pouring template and its joining method |
-
2015
- 2015-03-03 CN CN201520124066.1U patent/CN204491419U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853390A (en) * | 2019-01-14 | 2019-06-07 | 苏州交通工程集团有限公司 | High pier stud second pouring template and its joining method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20160303 |