CN201990922U - Adjusting and mold fixing pile for road concrete mold - Google Patents
Adjusting and mold fixing pile for road concrete mold Download PDFInfo
- Publication number
- CN201990922U CN201990922U CN2011200807417U CN201120080741U CN201990922U CN 201990922 U CN201990922 U CN 201990922U CN 2011200807417 U CN2011200807417 U CN 2011200807417U CN 201120080741 U CN201120080741 U CN 201120080741U CN 201990922 U CN201990922 U CN 201990922U
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- China
- Prior art keywords
- anchor ear
- adjusting rod
- stretch
- solid model
- mold
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Abstract
The utility model relates to an adjusting and mold fixing pile for a road concrete mold. The adjusting and mold fixing pile comprises a mold fixing main rod, a fixed clamping sleeve, an upper anchor ear, a lower anchor ear, an upper tensile adjusting rod and a lower tensile adjusting rod, wherein the mold fixing main rod is fixed on a roadbed, and the fixed clamping sleeve, the upper anchor ear, the lower anchor ear, the upper tensile adjusting rod and the lower tensile adjusting rod are in contact with a channel-steel mold; the upper anchor ear and the lower anchor ear are arranged on the mold fixing main rod; the upper anchor ear is connected with the fixed clamping sleeve through the upper tensile adjusting rod; and the lower anchor ear is connected with the fixed clamping sleeve through the lower tensile adjusting rod. The adjusting and mold fixing pile has the advantages that the adjusting and mold fixing pile has a simple structure and high work efficiency is reusable, the mold is convenient in assembling and disassembling, etc.; and the adjusting and mold fixing pile is applied to fixing and adjusting of the road concrete mold.
Description
Technical field
The utility model relates to a kind of channel-section steel mold adjustment device, and particularly a kind of road concrete mold is adjusted the solid model stake.
Background technology
The adjustment of existing channel-section steel mould does not have specific device, general all is to adopt traditional steel pipe and iron wire colligation solid model, solid model is unreliable simultaneously, run the mould dislocation easily in the road process of building, adopt this mode installing/dismounting difficulty, waste time and energy, be not easy to safeguard, and the immobilization material repeat usage after using is too little, very waste.
Technology contents
The purpose of this utility model is to solve the deficiencies in the prior art and a kind of simple in structure, dress mould is provided and tears open and drive the road concrete mold adjustment solid model stake convenient, reusable, that work efficiency is high.
A kind of road concrete mold is adjusted the solid model stake, comprise the solid model mobile jib that is fixed on the roadbed, the fixedly cutting ferrule that contacts with the channel-section steel mould, go up anchor ear, down anchor ear, on stretch and draw adjusting rod, stretch and draw adjusting rod down, anchor ear and following anchor ear are installed on the described solid model mobile jib, described go up anchor ear by on stretch and draw adjusting rod to be connected with described fixedly cutting ferrule, described time anchor ear by under stretch and draw adjusting rod to be connected with described fixedly cutting ferrule.
In the utility model, the described anchor ear of going up is installed on the described solid model mobile jib by the fastening bolt with following anchor ear, stretch on described and draw adjusting rod one end to be installed in described going up on the anchor ear by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule upside by pivot pin or bolt, stretch under described and draw adjusting rod one end to be installed on the described anchor ear down by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule downside by pivot pin or bolt.
In the utility model, stretch on described and draw adjusting rod and stretch down and draw adjusting rod to form along screw the anti-of tape spool eye at described nut pipe box two ends by nut pipe box and spinning.
In the utility model, described anchor ear down is provided with the convenient protruding tongue of removing.
Adopt said structure, the utlity model has following advantage:
1, convenient levelling 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, anchor ear is provided with protruding tongue for convenience detach down, makes things convenient for the dial-out of solid model mobile jib.
Description of drawings
Fig. 1 is the structural representation of this utility model.
In the accompanying drawing 1, anchor ear, 5---fixedly stretch under cutting ferrule, the 6---to draw to stretch on adjusting rod, the 7---and draw adjusting rod, 8---nut pipe box, 9---anti-along screw, 10---channel-section steel mould, the protruding tongue of 11---under 1---solid model mobile jib, the last anchor ear of 2---, 3---fastening bolt, the 4---.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
As shown in Figure 1, a kind of road concrete mold is adjusted the solid model stake, comprise the solid model mobile jib 1 that is fixed on the roadbed, the fixedly cutting ferrule 5 that contacts with the channel-section steel mould, go up anchor ear 2, down anchor ear 4, on stretch and draw adjusting rod 7, stretch and draw adjusting rod 6 down, anchor ear 2 and following anchor ear 4 are installed on the described solid model mobile jib 1, described go up anchor ear 2 by on stretch and draw adjusting rod 7 to be connected with described fixedly cutting ferrule 5, described time anchor ear 4 by under stretch and draw adjusting rod 6 to be connected with described fixedly cutting ferrule 5.The described anchor ear 2 of going up is installed on the described solid model mobile jib 1 by fastening bolt 3 with following anchor ear 4, stretch on described and draw adjusting rod 7 one ends to be installed in described going up on the anchor ear 2 by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule 5 upsides by pivot pin or bolt, stretch under described and draw adjusting rod 6 one ends to be installed on the described anchor ear 4 down by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule 5 downsides by pivot pin or bolt.Stretch on described and draw adjusting rod 7 and following stretching to draw adjusting rod 6 to form along screw 9 the anti-of tape spool eye at described nut pipe box 8 two ends by nut pipe box 8 and spinning.Described anchor ear 4 down is provided with the convenient protruding tongue of removing 11.
In the utility model, solid model mobile jib 1 is made up of diameter 50mm pachydermia seamless steel pipe, housing, screw-thread steel, and it is long to be generally 600 ~ 800mm, can determine desired depth according to stressed degree during practical operation, the limit depth steel mould of can rising as high as the banks.
During use, at first solid model mobile jib 1 is installed near on the ground of channel-section steel mould (distance of solid model mobile jib and channel-section steel mould should according on stretch to draw adjusting rod 7 and time stretch draw the length of adjusting rod 6 to determine), to go up anchor ear 2 then, following 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, on following anchor ear makes, stretch down and draw adjusting rod to open suitable angle, re-using fastening screw 3 will go up, following anchor ear location, on regulating at last, under stretch and draw adjusting rod, make fixedly cutting ferrule 5 pressing groove steel mould and align channel-section steel mould (making that the channel-section steel mould is perpendicular to the ground).
When on the road of the above turning radius of 20m, using, by the long #20 channel-section steel of 3 ~ 4.5m mould is example, behind channel-section steel both mold ends location, the utility model can be according to the upper and lower definite position that the solid model mobile jib is installed of accommodation limit (by the anti-elongation and the shortening limit along screw) of drawing adjusting rod of stretching, utilize the characteristic of flow of metal then, draw adjusting rod to promote fixedly cutting ferrule 5 to stretch the extremely radian of required adjusting of kerve steel mould with upper and lower stretching, so just saved aim at the 20m bend built punching block customized.
The utility model displacement and dismounting all are easily, and be during dismounting that the following anchor ear 4 of solid model mobile jib 1 is fixing, will descend the do force of protruding tongue 11 positions of anchor ear 4 as crowbar (or jack) again, just the solid model stake easily can be transferred to.
Claims (4)
1. a road concrete mold is adjusted the solid model stake, it is characterized in that: comprise the solid model mobile jib (1) that is fixed on the roadbed, the fixedly cutting ferrule (5) that contacts with the channel-section steel mould, go up anchor ear (2), down anchor ear (4), on stretch and draw adjusting rod (7), stretch and draw adjusting rod (6) down, anchor ear (2) and following anchor ear (4) are installed on the described solid model mobile jib (1), described go up anchor ear (2) by on stretch and draw adjusting rod (7) to be connected with described fixedly cutting ferrule (5), described time 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 the solid model stake, it is characterized in that: described upward anchor ear (2) and following anchor ear (4) are installed on the described solid model mobile jib (1) by fastening bolt (3), stretch on described and draw adjusting rod (7) one ends to be installed in described going up on the anchor ear (2) by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule (5) upside by pivot pin or bolt, stretch under described and draw adjusting rod (6) one ends to be installed on the described anchor ear (4) down by pivot pin or bolt, the other end is installed in described fixedly cutting ferrule (5) downside by pivot pin or bolt.
3. road concrete mold according to claim 1 and 2 is adjusted the solid model stake, it is characterized in that: stretch on described and draw adjusting rod (7) and following stretching to draw adjusting rod (6) to be made up of along screw (9) the anti-of tape spool eye at described nut pipe box (8) two ends nut pipe box (8) and spinning.
4. road concrete mold according to claim 1 and 2 is adjusted the solid model stake, it is characterized in that: described anchor ear (4) down is provided with the convenient protruding tongue of removing (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200807417U CN201990922U (en) | 2011-03-24 | 2011-03-24 | Adjusting and mold fixing pile for road concrete mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200807417U CN201990922U (en) | 2011-03-24 | 2011-03-24 | Adjusting and mold fixing pile for road concrete mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201990922U true CN201990922U (en) | 2011-09-28 |
Family
ID=44667411
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200807417U Expired - Fee Related CN201990922U (en) | 2011-03-24 | 2011-03-24 | Adjusting and mold fixing pile for road concrete mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201990922U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776826A (en) * | 2012-08-15 | 2012-11-14 | 中国水利水电第十四工程局有限公司 | Pavement concrete channel steel forming formwork |
| CN103510450A (en) * | 2012-06-21 | 2014-01-15 | 五冶集团上海有限公司 | Support for supporting template of highway cement stabilizing layer and using method thereof |
-
2011
- 2011-03-24 CN CN2011200807417U patent/CN201990922U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510450A (en) * | 2012-06-21 | 2014-01-15 | 五冶集团上海有限公司 | Support for supporting template of highway cement stabilizing layer and using method thereof |
| CN102776826A (en) * | 2012-08-15 | 2012-11-14 | 中国水利水电第十四工程局有限公司 | Pavement concrete channel steel forming formwork |
| CN102776826B (en) * | 2012-08-15 | 2015-12-02 | 中国水利水电第十四工程局有限公司 | A kind of pavement concrete channel-section steel typified form |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 410015 No. 226 West labour Road, Hunan, Changsha Patentee after: HUNAN ELECTRIC POWER TRANSMISSION AND DISTRIBUTION ENGINEERING CO.,LTD. Address before: 410015 No. 226 West labour Road, Hunan, Changsha Patentee before: Hunan Electric Power Transmission and Substation Construction Co. |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170511 Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Co-patentee after: STATE GRID HUNAN ELECTRIC POWER Co. Patentee after: State Grid Corporation of China Co-patentee after: HUNAN ELECTRIC POWER TRANSMISSION AND DISTRIBUTION ENGINEERING CO.,LTD. Address before: 410015 No. 226 West labour Road, Hunan, Changsha Patentee before: HUNAN ELECTRIC POWER TRANSMISSION AND DISTRIBUTION ENGINEERING CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110928 Termination date: 20200324 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |