CN103866802B - A kind of without chi location foundation ditch instrument and using method thereof - Google Patents
A kind of without chi location foundation ditch instrument and using method thereof Download PDFInfo
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- CN103866802B CN103866802B CN201410129839.5A CN201410129839A CN103866802B CN 103866802 B CN103866802 B CN 103866802B CN 201410129839 A CN201410129839 A CN 201410129839A CN 103866802 B CN103866802 B CN 103866802B
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Abstract
The present invention relates to a kind of instrument and using method thereof, particularly a kind of without chi location foundation ditch instrument and using method thereof.Reinforcement fabrication rectangle frame used by instrument of the present invention, arranges center line and various sideline mark, and be fixed with nut at rectangle frame diagonal infall on each limit of rectangle frame.Owing to adopting technique scheme, the advantage that the present invention has and good effect are: the back work that can reduce traditional line setting, remove operation necessity work of traditional line setting, the technical work optimizing traditional line setting complexity is the operation of simple tool, realize setting-out work to operate without chi, improve efficiency of construction, improve construction speed, improve the degree of accuracy of construction quality, reduce labour to drop into, remove the repetition of engineers and technicians, mechanicalness is worked, and effectively improve unwrapping wire accuracy rate, thus effectively ensure that final construction works product quality.
Description
Technical field
The present invention relates to a kind of instrument and using method thereof, particularly a kind of without chi location foundation ditch instrument and using method thereof.
Background technology
In Building Construction, line setting is the indispensable operation of building operations, is also the primary work of engineering construction.The quality of line setting directly has influence on the quality even using function of construction work.Common frame structure system, the standard width of a room in an old-style house, depth spacing are all not too large, and even can adopt and intensive pit earthwork excavation is linked up the scheme excavation making groove, object of reference is more, and more being also convenient in control point is arranged, is easy to the accuracy controlling line setting.
And single storey industry workshop is just different, span from tens meters to tens meters, length by rice up to a hundred to hundreds of rice, vacancy between tens meters, locate, measure, check control point apart from bigger than normal, corresponding error also just strengthens, and misunderstands data, measures the frequency of wrong data and also become geometric growth.The tradition reference line of line-putting method, reference location stake, boost line workload are added, are lengthened, and reference line, boost line also will be removed after unwrapping wire terminates, in order to avoid obscure the base for post foundation ditch ash wire system of shaping location, workload repeats, heavy, complicated.Single storey industry workshop line setting difficulty, for survey crew, except having abundant measurement knowledge and technology, also will have careful, patient working attitude, more will stand the misery that the work fruit that works laboriously destroys personally.
Summary of the invention
Technical problem to be solved by this invention is: provide a kind of without chi location foundation ditch instrument and using method thereof, can without chi location foundation ditch with this instrument and using method thereof.
The technical solution adopted for the present invention to solve the technical problems is: the present invention is made up of A limit, B limit, C limit, D limit, the first diagonal, the second diagonal, nut and bamboo chopsticks and various long sidelines mark, center line rectangle frame is made with A limit, B limit, C limit, D limit, the first diagonal and the second diagonal is had in center line rectangle frame, nut is fixed with at the first diagonal, the second diagonal infall, and center line and various sideline mark are set on each limit, in nut, be inserted with bamboo chopsticks during use.
Owing to adopting technique scheme, the advantage that the present invention has and good effect are: adopt without chi location foundation ditch instrument stub under individual layer large span prefabricated industrial plant building and underground garage water squeezing plate, patten, frame structure system independent column foundation, foundation ditch location survey unwrapping wire, the back work of traditional line setting can be reduced, remove operation necessity work of traditional line setting, the technical work optimizing traditional line setting complexity is the operation of simple tool, realize setting-out work to operate without chi, improve efficiency of construction, improve construction speed, improve the degree of accuracy of construction quality, reduce labour to drop into, remove the repetition of engineers and technicians, mechanicalness is worked, and effectively improve unwrapping wire accuracy rate, construction error controls in specification tolerance band, thus effectively ensure that final construction works product quality.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Long sideline, 1.A limit first mark in figure, long sideline, 2.A limit second mark, 3.A limit center line, 4.A limit, long sideline, 5.A limit the 3rd mark, long sideline, 6.A limit the 4th mark, long sideline, 7.B limit first mark, long sideline, 8.B limit second mark, 9.B limit, 10.B limit center line, long sideline, 11.B limit the 3rd mark, long sideline, 12.B limit the 4th mark, long sideline, 13.C limit first mark, long sideline, 14.C limit second mark, 15.C limit, 16.C limit center line, long sideline, 17.C limit the 3rd mark, long sideline, 18.C limit the 4th mark, long sideline, 19.D limit first mark, long sideline, 20.D limit second mark, 21.D limit, 22.D limit center line, long sideline, 23.D limit the 3rd mark, long sideline, 24.D limit the 4th mark, 25. first diagonal, 26. second diagonal, 27. nuts, 28. bamboo chopsticks.
Detailed description of the invention
In Figure of description, A limit (4), B limit (9), C limit (15) and D limit (21) composition rectangle frame, inside there are the first diagonal (25) and the second diagonal (26), first diagonal (25) and the second diagonal (26) infall have nut (27), bamboo chopsticks (28) are had in the middle of nut (27), A limit (4) have A limit center line (3), long sideline mark (2) in long sideline, A limit first mark (1) and A limit second, symmetry has long sideline, A limit the 3rd to indicate long sideline mark (6) in (5) and A limit the 4th, B limit (9) have B limit center line (10), long sideline mark (8) in long sideline, B limit first mark (7) and B limit second, symmetry has long sideline, B limit the 3rd to indicate long sideline mark (12) in (11) and B limit the 4th, on C limit (15), there is C limit center line (16), long sideline mark (14) in long sideline, C limit first mark (13) and C limit second, symmetry has long sideline, C limit the 3rd to indicate long sideline mark (18) in (17) and C limit the 4th, on D limit (21), there is C limit center line (22), long sideline mark (20) in long sideline, D limit first mark (19) and D limit second, symmetry has long sideline, D limit the 3rd to indicate long sideline mark (24) in (23) and D limit the 4th.The present invention is according to the maximum size reinforcement fabrication of patten or stub.
Using method of the present invention is: during with this instrument unwrapping wire, first according to drawing in length and breadth axial dimension measure diagonal cross-point locations, bamboo chopsticks (28) are plugged at diagonal crosspoint place, then the cotton rope of any one axis is pulled on, two ends fixation, bamboo chopsticks (28) are worn nut (27), A limit center line (3), B limit center line (10), C limit center line (16) and D limit center line (22) alignment axis organization center line rectangle frame, when alignment axis, should according to foundation ditch size, direction and corresponding frame, according to foundation ditch size, A limit (4) do long sideline mark (1) in A limit first, long sideline mark (2) in long sideline, A limit the 4th mark (6) and A limit second, long sideline mark (5) in A limit the 3rd, B limit (9) do long sideline mark (7) in B limit first, long sideline mark (8) in long sideline, B limit the 4th mark (12) and B limit second, long sideline mark (11) in B limit the 3rd, long sideline mark (13) in C limit first is done in C limit (15), long sideline mark (14) in long sideline, C limit the 4th mark (18) and C limit second, long sideline mark (17) in C limit the 3rd, long sideline mark (19) in D limit first is done in D limit (21), long sideline mark (20) in long sideline, D limit the 4th mark (24) and D limit second, long sideline mark (23) in D limit the 3rd, after positive direction is determined, logical line is drawn to form sideline mark rectangle frame respectively according to the sideline mark on each limit, in sideline, foundation ditch gray line is spread at mark rectangle frame place, sideline mark rectangle frame size is exactly required key dimension, also be pit earthwork excavation size, for the foundation ditch of different size, can with reference to different size foundation ditch sideline, mark sideline mark respectively, the size of the technical program is by maximum excavation of foundation pit size, when unwrapping wire, just to foundation ditch direction, after axis centering, centrally line rectangle frame surrounding spreads foundation ditch gray line, namely be maximum excavation of foundation pit size.
Claims (2)
1. locate foundation ditch instrument without chi for one kind, instrument is by A limit, B limit, C limit, D limit, first diagonal, second diagonal, nut and bamboo chopsticks and various long sidelines mark composition, it is characterized in that: instrument is by A limit (4), B limit (9), C limit (15) and D limit (21) composition rectangle frame, inside there are the first diagonal (25) and the second diagonal (26), first diagonal (25) and the second diagonal (26) infall have nut (27), bamboo chopsticks (28) are had in the middle of nut (27), A limit (4) have A limit center line (3), long sideline mark (2) in long sideline, A limit first mark (1) and A limit second, symmetry has long sideline, A limit the 3rd to indicate long sideline mark (6) in (5) and A limit the 4th, B limit (9) have B limit center line (10), long sideline mark (8) in long sideline, B limit first mark (7) and B limit second, symmetry has long sideline, B limit the 3rd to indicate long sideline mark (12) in (11) and B limit the 4th, on C limit (15), there is C limit center line (16), long sideline mark (14) in long sideline, C limit first mark (13) and C limit second, symmetry has long sideline, C limit the 3rd to indicate long sideline mark (18) in (17) and C limit the 4th, on D limit (21), there is C limit center line (22), long sideline mark (20) in long sideline, D limit first mark (19) and D limit second, symmetry has long sideline, D limit the 3rd to indicate long sideline mark (24) in (23) and D limit the 4th.
2. the using method without chi location foundation ditch instrument, it is characterized in that: using method is: during with this instrument unwrapping wire, first according to drawing in length and breadth axial dimension measure diagonal cross-point locations, bamboo chopsticks (28) are plugged at diagonal crosspoint place, then the cotton rope of any one axis is pulled on, two ends fixation, bamboo chopsticks (28) are worn nut (27), A limit center line (3), B limit center line (10), C limit center line (16) and D limit center line (22) alignment axis organization center line rectangle frame, when alignment axis, should according to foundation ditch size, direction and corresponding frame, according to foundation ditch size, A limit (4) do long sideline mark (1) in A limit first, long sideline mark (2) in long sideline, A limit the 4th mark (6) and A limit second, long sideline mark (5) in A limit the 3rd, B limit (9) do long sideline mark (7) in B limit first, long sideline mark (8) in long sideline, B limit the 4th mark (12) and B limit second, long sideline mark (11) in B limit the 3rd, long sideline mark (13) in C limit first is done in C limit (15), long sideline mark (14) in long sideline, C limit the 4th mark (18) and C limit second, long sideline mark (17) in C limit the 3rd, long sideline mark (19) in D limit first is done in D limit (21), long sideline mark (20) in long sideline, D limit the 4th mark (24) and D limit second, long sideline mark (23) in D limit the 3rd, after positive direction is determined, logical line is drawn to form sideline mark rectangle frame respectively according to the sideline mark on each limit, in sideline, foundation ditch gray line is spread at mark rectangle frame place, sideline mark rectangle frame size is exactly required key dimension, also be pit earthwork excavation size, for the foundation ditch of different size, can with reference to different size foundation ditch sideline, mark sideline mark respectively, the size of the technical program is by maximum excavation of foundation pit size, when unwrapping wire, just to foundation ditch direction, after axis centering, centrally line rectangle frame surrounding spreads foundation ditch gray line, namely be maximum excavation of foundation pit size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410129839.5A CN103866802B (en) | 2014-04-02 | 2014-04-02 | A kind of without chi location foundation ditch instrument and using method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410129839.5A CN103866802B (en) | 2014-04-02 | 2014-04-02 | A kind of without chi location foundation ditch instrument and using method thereof |
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| CN103866802A CN103866802A (en) | 2014-06-18 |
| CN103866802B true CN103866802B (en) | 2016-04-06 |
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| CN201410129839.5A Active CN103866802B (en) | 2014-04-02 | 2014-04-02 | A kind of without chi location foundation ditch instrument and using method thereof |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104266638A (en) * | 2014-08-28 | 2015-01-07 | 中国二十冶集团有限公司 | Pit-in-pit fixed-point line laying method |
| CN105033981B (en) * | 2015-08-24 | 2017-05-31 | 中国华冶科工集团有限公司 | Paying-off implement and line-putting method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100535267C (en) * | 2005-06-28 | 2009-09-02 | 中国矿业大学(北京) | Simulation test system for underground construction in city |
| CN202509487U (en) * | 2011-12-02 | 2012-10-31 | 毕建东 | Combined pile pipe for construction of overall process of pipeline sinking pressure grouting pile |
| CN102787600A (en) * | 2012-05-17 | 2012-11-21 | 中国一冶集团有限公司 | Precise control method of steel pile inserting verticality |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006002093B4 (en) * | 2006-01-17 | 2010-11-25 | Airbus Deutschland Gmbh | Device for detecting contour deviations of a flexible component taking into account the component weight and method |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100535267C (en) * | 2005-06-28 | 2009-09-02 | 中国矿业大学(北京) | Simulation test system for underground construction in city |
| CN202509487U (en) * | 2011-12-02 | 2012-10-31 | 毕建东 | Combined pile pipe for construction of overall process of pipeline sinking pressure grouting pile |
| CN102787600A (en) * | 2012-05-17 | 2012-11-21 | 中国一冶集团有限公司 | Precise control method of steel pile inserting verticality |
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| CN103866802A (en) | 2014-06-18 |
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Effective date of registration: 20171128 Address after: 224000 Funing County of Jiangsu province Suzhou Fucheng Road West, Hongkong North sea Jin Wenfeng Commercial District 8 (4, 5, 6, layer) Patentee after: Jiangsu Jinguyuan Construction Co. Ltd. Address before: No. 222, Funing County, Yancheng City, Jiangsu Province, Shengli Road Patentee before: JIANGSU YANCHENG NO.2 CONSTRUCTIVE GROUP CO., LTD. |
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