CN204754206U - Adopt circular arc steel mould of locating pin installation - Google Patents
Adopt circular arc steel mould of locating pin installation Download PDFInfo
- Publication number
- CN204754206U CN204754206U CN201520471709.XU CN201520471709U CN204754206U CN 204754206 U CN204754206 U CN 204754206U CN 201520471709 U CN201520471709 U CN 201520471709U CN 204754206 U CN204754206 U CN 204754206U
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- China
- Prior art keywords
- die body
- circular arc
- arc steel
- circular
- set pin
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Abstract
The utility model discloses an adopt circular arc steel mould of locating pin installation, about the die body that forms by the equipment of 3 13 circular arc steel forms, laminating die body the terminal surface upper and lower veneer and surround die body outside panel and a plurality of ring muscle setting up and erect the muscle, every 13 circular arc steel forms about the equal vertical perpendicular flange that is equipped with in both ends, the upper and lower both ends of die body all are equipped with the ring flange, and top -down is equipped with a plurality of set pin sleeves and bolt hole jointly between every two adjacent perpendicular flanges, all is equipped with the locating pin in every set pin sleeve, the utility model discloses it is easy and simple to handle to construct, and the concatenation of circular arc steel form is fast, has practiced thrift engineering cost greatly, mainly uses among the circular concrete column construction in building construction field.
Description
Technical field
The utility model relates to the circular concrete column construction tool in the realm of building construction, especially adopts the circular arc punching block that alignment pin is installed.
Background technology
On-the-spot in building site, the construction of circular concrete column, has several construction methods such as self-control laminated wood template, little punching block assembled formwork and outer committee processing large steel moulding plate usually.
Self-control laminated wood template manufactures circular shuttering by wooden form, 1/3 circular arc laminated wood template adopts " outer hoop inner support " method to reinforce, outside adopts diameter 22mm screw-thread steel to curve sizing circular, hoop and reinforces, and inner side adopts the support of " rice " font jacking to reinforce; But laminated wood template manufactures circular shuttering, veneer rigidity decreases, and after making typified form, rigidity is not as punching block, and circular arc degree (circular diameter) not easily ensures; Laminated wood template is after circular columns uses, and easily humidity is out of shape, and loss is large especially, and turnover rate is low; Support system more complicated, the rigidity of laminated wood template own is not very high, and after being linked to be entirety, intensity is also not bery high, and formwork reinforcement is more complicated, and scaffold building steadiness requires high, adds form bracing system scaffold building workload.
Little punching block assembled formwork method, adopt sizing 100mm wide × 1000mm is long, 200mm is wide × the long little punching block assembled formwork of 1000mm, " outer hoop inner support " method of employing is reinforced, U-shaped card etc. is adopted to fix between two punching blocks, outside adopts diameter 22mm sizing hoop to reinforce, and inner side adopts the support of " rice " font jacking to reinforce; This kind of method operation does not need main equipment coordinative construction, simple and efficient to handle, but after form removal, concrete appearance effect is poor, and increase later stage expense is also improper to the project that the duration is short.
Outer committee processing large steel moulding plate method, extraordinary set shaped steel formwork adopts face steel plate, translot steel rib, and vertical slot steel rib etc. is made, and during construction, three piece of 1/3 circle curve template and transverse joint, perps are joined with bolts; This kind of method template turnover rate is high, construction speed block, and loss is little, maintenance cost is low, also can be used for Other Engineering, and form bracing system is fairly simple simultaneously, steel form itself has higher intensity, and after being linked to be entirety, intensity is also very high, formwork reinforcement is comparatively simple, scaffold building steadiness better, but formwork edge joint imprecision, stitch not easily to directly up and down, reinforcing speed is slow, reduces main equipment utilization rate, increases cost of labor.
Fair-faced concrete cylindrical appearance requirement is high, and it is not tight that traditional template construction exists piece, and the problems such as piece is many, and precision is not high, can not meet the demands.
Summary of the invention
The purpose of this utility model is exactly that the problems referred to above of existing for above three kinds of circular concrete column construction method are with not enough, there is provided a kind of structure simple, easy to operate, quick for installation, engineering cost saving and also can ensure simultaneously Surface Quality of Concrete employing alignment pin install circular arc punching block.
Concrete scheme of the present utility model is: adopt the circular arc punching block that alignment pin is installed, include by the die body of 3 piece of 1/3 Circular Steel template assemblies, the laminating upper and lower thick china of die body upper and lower end face and some the ring muscle arranged around die body outer side panel and perpendicular muscle, 1/3 two ends, Circular Steel template left and right described in every block are all vertically provided with perpendicular flange, the two ends up and down of described die body are equipped with ring flange, often jointly be provided with some set pin sleeves and bolt hole from top to bottom between adjacent two perpendicular flanges, in each set pin sleeve, all alignment pin be housed.
Some triangle reinforcing ribs are also provided with between each described perpendicular flange and die body outer side panel in the utility model.
The number of set pin sleeve described in the utility model is 3, and the distance between every two set pin sleeves is 1150mm.
The utility model template in work progress alignment pin and perpendicular flange and die body, add fixing bolt and be connected with die body, ensure that the piece of template is tight, guarantee that circular columns diameter is consistent, greatly improve the presentation quality of structure, and this template construction is easy and simple to handle, Circular Steel template splicing speed is fast, has greatly saved engineering cost.
Accompanying drawing explanation
Fig. 1 is that in the utility model, two piece of 1/3 Circular Steel template assembly structure together launches schematic diagram;
Fig. 2 is the side structure schematic diagram of Fig. 1;
Fig. 3 is K place structure enlarged diagram in Fig. 1.
In figure: 1-upper thick china, 2-outer side panel, 3-ring muscle, 4-perpendicular muscle, 5-ring flange, 6-perpendicular flange, 7-lower thick china, 8-bolt hole, 9-set pin sleeve, 10-triangle reinforcing rib, 11-alignment pin.
Detailed description of the invention
See Fig. 1-Fig. 3, the utility model is the circular arc punching block adopting alignment pin to install, include by the die body of 3 piece of 1/3 Circular Steel template assemblies, the laminating upper and lower thick china 1,7 of die body upper and lower end face and some the ring muscle 3 arranged around die body outer side panel and perpendicular muscle 4,1/3 two ends, Circular Steel template left and right described in every block are all vertically provided with perpendicular flange 6, the two ends up and down of described die body are equipped with ring flange 5, often jointly be provided with some set pin sleeves 9 and bolt hole 8 from top to bottom between adjacent two perpendicular flanges, in each set pin sleeve, alignment pin 11 be all housed.
Some triangle reinforcing ribs 10 are also provided with between each described perpendicular flange and die body outer side panel in the present embodiment.
The number of set pin sleeve 9 described in the present embodiment is 3, and the distance between every two set pin sleeves is 1150mm.
The utility model template in work progress alignment pin and perpendicular flange and die body, add fixing bolt and be connected with die body, ensure that the piece of template is tight, guarantee that circular columns diameter is consistent, greatly improve the presentation quality of structure, and this template construction is easy and simple to handle, Circular Steel template splicing speed is fast, has greatly saved engineering cost.
Claims (3)
1. adopt the circular arc punching block that alignment pin is installed, include by the die body of 3 piece of 1/3 Circular Steel template assemblies, the laminating upper and lower thick china of die body upper and lower end face and some the ring muscle arranged around die body outer side panel and perpendicular muscle, it is characterized in that: every 1/3 two ends, Circular Steel template left and right described in block are all vertically provided with perpendicular flange, the two ends up and down of described die body are equipped with ring flange, often jointly be provided with some set pin sleeves and bolt hole from top to bottom between adjacent two perpendicular flanges, in each set pin sleeve, all alignment pin be housed.
2. the circular arc punching block of employing alignment pin installation according to claim 1, is characterized in that: be also provided with some triangle reinforcing ribs between each described perpendicular flange and die body outer side panel.
3. the circular arc punching block of employing alignment pin installation according to claim 1, it is characterized in that: the number of described set pin sleeve is 3, and the distance between every two set pin sleeves is 1150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520471709.XU CN204754206U (en) | 2015-07-03 | 2015-07-03 | Adopt circular arc steel mould of locating pin installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520471709.XU CN204754206U (en) | 2015-07-03 | 2015-07-03 | Adopt circular arc steel mould of locating pin installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204754206U true CN204754206U (en) | 2015-11-11 |
Family
ID=54468929
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520471709.XU Expired - Fee Related CN204754206U (en) | 2015-07-03 | 2015-07-03 | Adopt circular arc steel mould of locating pin installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204754206U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105715045A (en) * | 2016-03-18 | 2016-06-29 | 中冶建工集团有限公司 | Template for construction of column structure |
-
2015
- 2015-07-03 CN CN201520471709.XU patent/CN204754206U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105715045A (en) * | 2016-03-18 | 2016-06-29 | 中冶建工集团有限公司 | Template for construction of column structure |
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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: 20151111 Termination date: 20200703 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |