CN103938631B - Cut a leveling unit - Google Patents
Cut a leveling unit Download PDFInfo
- Publication number
- CN103938631B CN103938631B CN201410163285.0A CN201410163285A CN103938631B CN 103938631 B CN103938631 B CN 103938631B CN 201410163285 A CN201410163285 A CN 201410163285A CN 103938631 B CN103938631 B CN 103938631B
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- CN
- China
- Prior art keywords
- steel band
- levelling
- levelling steel
- water level
- level pipe
- 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.)
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Abstract
The present invention is specially one and cuts a leveling unit, and solving existence when existing concrete pile head horizontal cutting removes wastes time and energy and the problem of vertical error considerable influence workmanship.Cut a leveling unit, comprise the levelling steel band be enclosed within pile crown, one end of levelling steel band is provided with snap close, the other end of levelling steel band is provided with the catching groove with snap fit, levelling steel band external surface is fixed with hose, uniformly on the upside of levelling steel band be fixed with some and vertically arrange and the water level pipe with a scale be communicated with hose, the levelling steel strip surface corresponding with water level pipe upper-lower position is screwed with adjusting bolt.Reasonable in design of the present invention is reliable, coordinate water level pipe to strike horizontal line to concrete pile head levelling by adjusting bolt, operate quick and convenient, and significantly improve the precision of line, ensure that workmanship, there is simple, the easy to process and advantage that cost is low of structure.
Description
Technical field
The present invention relates to concrete pile head excision servicing unit, be specially one and cut a leveling unit.
Background technology
Before concrete pile excision pile crown, be generally ferreted out 3-5 spot height along pile crown border, then these spot heights are approximately linked to be a border horizon, finally along horizon excision pile crown.
The quantity that the method is ferreted out spot height is more, wastes time and energy, and the horizon precision that each spot height is linked to be is poor, causes the vertical error of pile crown comparatively large, affects workmanship.
Summary of the invention
The present invention is wasted time and energy and the problem of vertical error considerable influence workmanship to solve existence when existing concrete pile head horizontal cutting removes, and provides one and cuts a leveling unit.
The present invention adopts following technical scheme to realize: cut a leveling unit, comprise the levelling steel band be enclosed within pile crown, one end of levelling steel band is provided with snap close, the other end of levelling steel band is provided with the catching groove with snap fit, levelling steel band external surface is fixed with hose, uniformly on the upside of levelling steel band be fixed with some and vertically arrange and the water level pipe with a scale be communicated with hose, the levelling steel strip surface corresponding with water level pipe upper-lower position is screwed with adjusting bolt.
When carrying out cutting the levelling operation of stake, the spot height that one is cut a control line is ferreted out in pile crown position, being buckled in the catching groove of the other end by the snap close of levelling steel band one end is subsequently enclosed within pile crown, tightness is as the criterion to be just fixed on pile crown, meanwhile, position corresponding with any one water level pipe upper-lower position for levelling steel band lower limb is moved to the spot height place be ferreted out, and the adjusting bolt at this water level pipe place fastening, adjust water level in other water level pipe to level scale line during preset level, fastening each adjusting bolt, lower limb finally along levelling steel band marks horizon, overcome existence when existing concrete pile head horizontal cutting removes to waste time and energy and the problem of vertical error considerable influence workmanship.
Reasonable in design of the present invention is reliable, coordinate water level pipe to strike horizontal line to concrete pile head levelling by adjusting bolt, operate quick and convenient, and significantly improve the precision of line, ensure that workmanship, there is simple, the easy to process and advantage that cost is low of structure.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure: the levelling steel band of 1-, 2-snap close, 3-catching groove, 4-hose, 5-water level pipe, 6-adjusting bolt.
Detailed description of the invention
Cut a leveling unit, comprise the levelling steel band 1 be enclosed within pile crown, one end of levelling steel band 1 is provided with snap close 2, the other end of levelling steel band 1 is provided with the catching groove 3 coordinated with snap close 2, levelling steel band 1 external surface is fixed with hose 4, uniformly on the upside of levelling steel band 1 be fixed with some and vertically arrange and the water level pipe with a scale 5 be communicated with hose 4, levelling steel band 1 surface corresponding with water level pipe 5 upper-lower position is screwed with adjusting bolt 6.
In specific implementation process, the quantity of adjusting bolt 6 and water level pipe 4 is three, and the shape of adjusting bolt 6 is T-shaped shape.
Claims (1)
1. cut a leveling unit for one kind, it is characterized in that: comprise the levelling steel band (1) be enclosed within pile crown, one end of levelling steel band (1) is provided with snap close (2), the other end of levelling steel band (1) is provided with the catching groove (3) coordinated with snap close (2), levelling steel band (1) external surface is fixed with hose (4), levelling steel band (1) upside is uniform is fixed with some vertical settings and the water level pipe with a scale (5) be communicated with hose (4), and levelling steel band (1) surface corresponding with water level pipe (5) upper-lower position is screwed with adjusting bolt (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410163285.0A CN103938631B (en) | 2014-04-23 | 2014-04-23 | Cut a leveling unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410163285.0A CN103938631B (en) | 2014-04-23 | 2014-04-23 | Cut a leveling unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938631A CN103938631A (en) | 2014-07-23 |
| CN103938631B true CN103938631B (en) | 2015-09-09 |
Family
ID=51186486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410163285.0A Active CN103938631B (en) | 2014-04-23 | 2014-04-23 | Cut a leveling unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103938631B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105291082A (en) * | 2015-11-10 | 2016-02-03 | 齐齐哈尔雷昂重工机械制造有限责任公司 | Large-diameter workpiece scribing process |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100497620B1 (en) * | 2004-12-02 | 2005-07-01 | 주식회사 토펙엔지니어링 건축사사무소 | Cutting apparatus of basis pile for appartment house |
| CN201347556Y (en) * | 2008-12-17 | 2009-11-18 | 天津二十冶建设有限公司 | Concrete pipe pile cut-off device |
| CN102445185A (en) * | 2011-09-22 | 2012-05-09 | 孙培峰 | Leveling instrument for building |
| CN202278360U (en) * | 2011-09-19 | 2012-06-20 | 中国石油天然气管道局第一工程分公司 | Outer aligning device for large-bore pipelines |
| KR20130031959A (en) * | 2011-09-22 | 2013-04-01 | 파일테크 주식회사 | Pile cutting apparatus |
| CN103481006A (en) * | 2013-08-22 | 2014-01-01 | 中冶天工上海十三冶建设有限公司 | aluminium magnesium alloy pipeline internal clamp |
| CN203782709U (en) * | 2014-04-23 | 2014-08-20 | 山西一建集团有限公司 | Leveling device for pile head cutting |
-
2014
- 2014-04-23 CN CN201410163285.0A patent/CN103938631B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100497620B1 (en) * | 2004-12-02 | 2005-07-01 | 주식회사 토펙엔지니어링 건축사사무소 | Cutting apparatus of basis pile for appartment house |
| CN201347556Y (en) * | 2008-12-17 | 2009-11-18 | 天津二十冶建设有限公司 | Concrete pipe pile cut-off device |
| CN202278360U (en) * | 2011-09-19 | 2012-06-20 | 中国石油天然气管道局第一工程分公司 | Outer aligning device for large-bore pipelines |
| CN102445185A (en) * | 2011-09-22 | 2012-05-09 | 孙培峰 | Leveling instrument for building |
| KR20130031959A (en) * | 2011-09-22 | 2013-04-01 | 파일테크 주식회사 | Pile cutting apparatus |
| CN103481006A (en) * | 2013-08-22 | 2014-01-01 | 中冶天工上海十三冶建设有限公司 | aluminium magnesium alloy pipeline internal clamp |
| CN203782709U (en) * | 2014-04-23 | 2014-08-20 | 山西一建集团有限公司 | Leveling device for pile head cutting |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103938631A (en) | 2014-07-23 |
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