CN103669181A - Adjusting and fixing pile for road concrete die - Google Patents
Adjusting and fixing pile for road concrete die Download PDFInfo
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- CN103669181A CN103669181A CN201310601084.XA CN201310601084A CN103669181A CN 103669181 A CN103669181 A CN 103669181A CN 201310601084 A CN201310601084 A CN 201310601084A CN 103669181 A CN103669181 A CN 103669181A
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- anchor ear
- adjusting rod
- stretch
- solid model
- draw adjusting
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Abstract
The invention discloses an adjusting and fixing pile for a road concrete die. The adjusting and fixing pile comprises a die fixing main rod fixed on a roadbed, a fixing sleeve in contact with a channel steel die, an upper hoop, a lower hoop, an upper stretching adjustment rod and a lower stretching adjustment rod, wherein the upper hoop and the lower hoop are mounted on the die fixing main rod; the upper hoop is connected with the fixing sleeve through the upper stretching adjustment rod; the lower hoop is connected with the fixing sleeve through the lower stretching adjustment rod. The adjusting and fixing pile has the advantages of simple structure, convenience in die mounting and dismounting, reusability, high work efficiency and the like and is suitable for fixing and adjusting the road concrete die.
Description
Technical field
The present invention relates to a kind of channel-section steel mold adjustment device, particularly a kind of road concrete mold is adjusted solid model stake.
Background technology
The not specific device of existing channel-section steel die adjustment, general is all to adopt traditional steel pipe and iron wire colligation solid model, solid model is unreliable simultaneously, at road casting process, easily run mould dislocation, adopt installing/dismounting difficulty in this way, waste time and energy, not easy care, and immobilization material repeat usage is little after using, very waste.
Summary of the invention
The object of this invention is to provide a kind of simple in structure, dress mould and convenient disassembly, the road concrete mold that reusable, work efficiency is high is adjusted solid model stake.
The present invention is achieved in that the stake of road concrete mold adjustment solid model, comprise the solid model mobile jib being fixed on roadbed, the fixedly cutting ferrule contacting with channel-section steel mould, upper anchor ear, lower anchor ear, on stretch draw adjusting rod, under stretch and draw adjusting rod, anchor ear and lower anchor ear are installed on described solid model mobile jib, described upper anchor ear by stretch and draw adjusting rod to be connected with described fixedly cutting ferrule, described lower anchor ear by under stretch and draw adjusting rod to be connected with described fixedly cutting ferrule.Described upper anchor ear and lower anchor ear are arranged on described solid model mobile jib by fastening bolt, on described, stretch and draw adjusting rod one end to be arranged on described upper anchor ear by pivot pin or bolt, the other end is arranged on described fixed card cover upside by pivot pin or bolt, under described, stretch and draw adjusting rod one end to be arranged on described lower anchor ear by pivot pin or bolt, the other end is arranged on described fixedly cutting ferrule downside by pivot pin or bolt.On described, stretch draw adjusting rod and under stretch and draw adjusting rod to be formed along screw by nut pipe box and the anti-of tape spool eye that be rotated in described nut pipe box two ends.Described lower anchor ear is provided with the convenient protruding tongue of removing.
Tool of the present invention has the following advantages: 1. conveniently align and holddown groove steel mould; 2. can directly regulate the holddown groove steel mould of outer curve, not needing is the channel-section steel mould customized of building of the above bend of radius 20m again; 3. can adjust the channel-section steel mould of distortion; 4. descend anchor ear to be provided with protruding tongue for convenience detach, facilitate extracting of solid model mobile jib.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
Referring to Fig. 1, road concrete mold is adjusted solid model stake, comprise the solid model mobile jib 1 being fixed on roadbed, the fixedly cutting ferrule 5 contacting with channel-section steel mould, upper anchor ear 2, lower anchor ear 4, on stretch draw adjusting rod 7, under stretch and draw adjusting rod 6, anchor ear 2 and lower anchor ear 4 are installed on solid model mobile jib 1, upper anchor ear 2 by stretch and draw adjusting rod 7 to be connected with fixing cutting ferrule 5, lower anchor ear 4 by under stretch and draw adjusting rod 6 to be connected with fixing cutting ferrule 5.Upper anchor ear 2 and lower anchor ear 4 are arranged on solid model mobile jib 1 by fastening bolt 3, on stretch and draw adjusting rod 7 one end to be arranged on upper anchor ear 2 by pivot pin or bolt, the other end is arranged on fixedly cutting ferrule 5 upsides by pivot pin or bolt, under stretch and draw adjusting rod 6 one end to be arranged on lower anchor ear 4 by pivot pin or bolt, the other end is arranged on fixedly cutting ferrule 5 downsides by pivot pin or bolt.On stretch draw adjusting rod 7 and under stretch and draw adjusting rod 6 to be formed along screw 9 by nut pipe box 8 and the anti-of tape spool eye that be rotated in nut pipe box 8 two ends.Lower anchor ear 4 is provided with the convenient protruding tongue 11 of removing.
In the present invention, solid model mobile jib 1 is comprised of diameter 50mm pachydermia seamless steel pipe, housing, screw-thread steel, is generally 600～800mm long, during practical operation, can determine desired depth according to stressed degree, the limit depth steel mould of can rising as high as the banks.
During use, first solid model mobile jib 1 is arranged near on the ground of channel-section steel mould (fixedly the distance of mobile jib and channel-section steel mould should according to above stretch draw adjusting rod 7 with under stretch draw the length of adjusting rod 6 to determine), then by upper anchor ear 2, lower anchor ear 4 and on stretch and draw adjusting rod 7, under stretch and draw adjusting rod 6 to assemble on request, on moving according to actual needs again, lower anchor ear makes, under stretch and draw adjusting rod to open applicable angle, re-use fastening screw 3 by upper, lower anchor ear location, on finally regulating, under stretch and draw adjusting rod, make fixedly cutting ferrule 5 pressing groove steel mould and levelling channel-section steel mould (make channel-section steel mould perpendicular to the ground).
While using on the road at the above turning radius of 20m, by the long #20 channel-section steel of 3～4.5m mould, it is example, behind channel-section steel both mold ends location, the present invention can draw the accommodation limit (by the anti-elongation along screw and the shortening limit) of adjusting rod to determine the position that solid model mobile jib is installed according to upper and lower stretching, then utilize the characteristic of flow of metal, with upper and lower stretching, draw adjusting rod to promote fixedly cutting ferrule 5 to stretch the extremely radian of required adjusting of kerve steel mould, so just saved aim at 20m bend built punching block customized.
The present invention's displacement and dismounting are all very convenient, during dismounting, the lower anchor ear of solid model mobile jib 14 is fixing, then the force of doing using protruding tongue 11 positions of lower anchor ear 4 as crowbar (or jack), just solid model stake easily can be extracted.
Claims (4)
1. road concrete mold is adjusted solid model stake, comprise the solid model mobile jib (1) being fixed on roadbed, the fixedly cutting ferrule (5) contacting with channel-section steel mould, upper anchor ear (2), lower anchor ear (4), on stretch draw adjusting rod (7), under stretch and draw adjusting rod (6), it is characterized in that: anchor ear (2) and lower anchor ear (4) are installed on described solid model mobile jib (1), described upper anchor ear (2) by stretch and draw adjusting rod (7) to be connected with described fixedly cutting ferrule (5), described lower anchor ear (4) by under stretch and draw adjusting rod (6) to be connected with described fixedly cutting ferrule (5).
2. road concrete mold according to claim 1 is adjusted solid model stake, it is characterized in that: described upper anchor ear (2) and lower anchor ear (4) are arranged on described solid model mobile jib (1) by fastening bolt (3), on described, stretch and draw adjusting rod (7) one end to be arranged on described upper anchor ear (2) by pivot pin or bolt, the other end is arranged on described fixedly cutting ferrule (5) upside by pivot pin or bolt, under described, stretch and draw adjusting rod (6) one end to be arranged on described lower anchor ear (4) above by pivot pin or bolt, the other end is arranged on described fixedly cutting ferrule (5) downside by pivot pin or bolt.
3. road concrete mold according to claim 1 and 2 is adjusted solid model stake, it is characterized in that: on described, stretch draw adjusting rod (7) and under stretch and draw adjusting rod (6) to be formed by nut pipe box (8) and the anti-suitable screw (9) that is rotated in the tape spool eye at described nut pipe box (8) two ends.
4. road concrete mold according to claim 1 and 2 is adjusted solid model stake, it is characterized in that: described lower anchor ear (4) is provided with the convenient protruding tongue (11) of removing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310601084.XA CN103669181A (en) | 2013-11-11 | 2013-11-11 | Adjusting and fixing pile for road concrete die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310601084.XA CN103669181A (en) | 2013-11-11 | 2013-11-11 | Adjusting and fixing pile for road concrete die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103669181A true CN103669181A (en) | 2014-03-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310601084.XA Pending CN103669181A (en) | 2013-11-11 | 2013-11-11 | Adjusting and fixing pile for road concrete die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103669181A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107066649A (en) * | 2016-12-09 | 2017-08-18 | 广东电网有限责任公司惠州供电局 | Anchor ear method for determining size and device on electric pole in distribution line |
| CN108203912A (en) * | 2018-01-31 | 2018-06-26 | 云南省建设投资控股集团有限公司 | A kind of road side template adjusts fixing device |
-
2013
- 2013-11-11 CN CN201310601084.XA patent/CN103669181A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107066649A (en) * | 2016-12-09 | 2017-08-18 | 广东电网有限责任公司惠州供电局 | Anchor ear method for determining size and device on electric pole in distribution line |
| CN108203912A (en) * | 2018-01-31 | 2018-06-26 | 云南省建设投资控股集团有限公司 | A kind of road side template adjusts fixing device |
| CN108203912B (en) * | 2018-01-31 | 2024-02-06 | 云南省建设投资控股集团有限公司 | Road side form adjusting and fixing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140326 |