CN104631459A - Method for controlling pile body perpendicularity and pile top elevation during static pressuring pile construction - Google Patents
Method for controlling pile body perpendicularity and pile top elevation during static pressuring pile construction Download PDFInfo
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- CN104631459A CN104631459A CN201510014925.6A CN201510014925A CN104631459A CN 104631459 A CN104631459 A CN 104631459A CN 201510014925 A CN201510014925 A CN 201510014925A CN 104631459 A CN104631459 A CN 104631459A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/20—Placing by pressure or pulling power
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
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Abstract
The invention discloses a method for controlling pile body perpendicularity and pile top elevation during static pressuring pile construction and relates to the technical field of construction. The method aims at the problems of the prior art that during pressuring pile construction, a pile body inclines easily due to the fact that pile body perpendicularity is not controlled, and the influence of human factors on pile top elevation measurement is large. The method comprises the steps of 1, determining a pile position control axis and manufacturing a concrete buttress before pressuring pile construction; 2, marking a pile top elevation control line on the concrete buttress, and marking a pressuring pile depth control line on a pressuring pile machine; 3, erecting two laser level meters, conducting rough leveling and enabling a 90-degree angle to be formed between the horizontal line of each laser level meter and the tangent line of a static tube pile position; 4, conducting precise leveling on the laser level meters, and adjusting the horizontal lines to be flush with the pile top elevation control line; 5, hoisting and straightening the static pressuring tube pile and pressing the pile, correcting the pile body perpendicularity by means of laser cross curves of the laser level meters which are used for controlling pile feeding depth, and stopping pile pressing till the pile pressing depth control line is flush with the pile top elevation control line.
Description
Technical field
The present invention relates to technical field of building construction, particularly pile body verticality and the high Survey control method of stake top mark in a kind of silent piling work progress.
Background technology
Static pressure construction makes counter-force by static pile press with the counterweight on pile press deadweight and pile frame preformed pile to be pressed into a kind of process for sinking in soil.Construction of Static Pressure Pile technique low noise, friction, pollution-free, can 24 hours sequential production, shorten the construction period, create Saving in time costs, thus reduce construction costs; Because the contact surface of Pile feeder and engineering pile pile crown coincide better, Pile feeder can not roll and bob in pile follower process, thus can pile follower comparatively dark, the intercepting amount after foundation excavation is few; The stress caused due to piling in construction is less, and pile body there will not be tensile stress in work progress, and pile crown is generally all excellent, and multiple pressure is comparatively easy.Because static pressed pile has the advantages such as vibration is little, noise is low, mud-less pollution, bearing capacity of single pile are easily determined, be widely used in the engineerings such as shallow foundation, basement, equipment deep foundation, harbour.
But, because bearing capacity of foundation slab is uneven and influence on groundwater in static pressed pile piling process, make to strengthen the control difficulty of pile body verticality and absolute altitude during static pressed pile pile follower, satisfactory after correcting to be taked in time in pile follower process, therefore, measuring pile follower pile body verticality is exactly the most important thing.
Traditional pile body squareness measurement is after pile foundation is in place, make verticality by transit in the adjacent both sides of stake to observe, pile body perpendicular quadrature direction is arranged two hang stone roller vertical line carry out observations correction, pile driver still needs outfit one rectangular levelling rod, to measure the verticality of pile body at any time, and in piling process, control measure are not taked to pile body verticality, piling pile body deflection may be caused thus, and, pile head elevation control is when piling is close to pile body top mark height, uninterruptedly measured by survey crew, in control procedure, human factor impact is larger, the degree of accuracy is poor.
Summary of the invention
For in existing static pressure pipe pile pressing pile construction process, pile body verticality does not take control measure, easily cause pile body deflection, and pile head elevation control uninterruptedly need be measured by survey crew, human factor impact is large, the problem of poor accuracy, the object of this invention is to provide pile body verticality and the high control method of stake top mark in the construction of a kind of silent piling, the change of piling pile body verticality and the pile follower degree of depth can be observed intuitively and accurately, constructability technician takes counter-measure of rectifying a deviation in time, be conducive to on-the-spot construction control, thus improve piling pile body verticality and the high quality control of stake top mark, simplify measuring process, improve operating efficiency.
The present invention solves the high control method of pile body verticality and stake top mark in the silent piling construction that its technical problem adopts, and step is as follows:
One, before the construction of described silent piling, true fixed pile control axis, and extended line outside the control axis of stake position makes the concrete buttress for controlling static pressure pipe pile absolute altitude;
Two, go between as pile head elevation control line from chopped-off head absolute altitude control point to described concrete buttress, and on pile press, mark piling severity control line;
Three, in the control axis of described stake position, set up two laser levels, thick flat described laser level, makes the tangent line of the horizon of two described laser levels and described static pressure pipe pile stake position be 90 ° of angles;
Four, the flat described laser level of essence, the horizon adjusting described laser level is concordant with the described pile head elevation control line that described concrete buttress marks;
Five, hang straight described static pressure pipe pile and utilize described presser-into-rod to carry out pressing pile construction, the vertical line in the laser cross-line of described laser level is utilized to correct pile body verticality, and utilize horizon to control the pile follower degree of depth, until the piling severity control line on described presser-into-rod is concordant with the pile head elevation control line on described concrete buttress, stop piling.
Preferably, in described step 2, above the pile head elevation control line of described concrete buttress, mark warning line, the vertical distance D2 between described pile head elevation control line and described warning line is 10cm ~ 50cm.
Preferably, the vertical distance D2 between described pile head elevation control line and described warning line is 10cm.
Preferably, in described step 4, the horizon of an adjustment described laser level is concordant with the described pile head elevation control line that described concrete buttress marks, and the horizon of another described laser level is concordant with the described warning line that described concrete buttress marks.
Preferably, in described step 5, when the horizon of piling severity control line described on described pile press close to described warning line place, slow down described pile press pile follower speed, carry out pile follower severity control.
Preferably, in described step one, described concrete buttress is 3m ~ 5m apart from the horizontal range D1 of described stake position control axis.
Preferably, described concrete buttress is 3m apart from the horizontal range D1 of described stake position control axis.
Preferably, after described laser level is slightly put down, close the horizon of described laser level, open the laser cross-line of described laser level and sight the central axis of described static pressure pipe pile stake position, rotating described laser level makes it turn to a side by the central axis of described static pressure pipe pile stake position, with stake side bottom for benchmark, make the vertical line of described laser cross-line and stake side tangent.
Preferably, the buried degree of depth of described concrete buttress is 500mm, and each described concrete buttress top absolute altitude is consistent.
Effect of the present invention is:
One, pile body verticality and the high control method of stake top mark in silent piling of the present invention construction, first, at static pressure pipe pile stake position control axis arranged outside concrete buttress, and on concrete buttress, mark pile head elevation control line, pile press marks piling severity control line, then, set up two laser levels, make the horizon of two laser levels tangent and mutually vertical with the stake position of static pressure pipe pile respectively, horizon is concordant with pile head elevation control line, in piling process, vertical line respectively in observation two laser level laser cross-lines and the relative position of static pressure pipe pile stake lateral edges, just can determine the verticality real-time change of piling pile body, and can adjust accordingly in time, observe the position relationship of the horizon in two laser level laser cross-lines and the piling severity control line on pile press respectively, just can intuitively determine the pile follower degree of depth.In sum, control method of the present invention can observe the concrete condition of piling pile body verticality change the very first time intuitively and accurately, when there is skew in pile body, piling can be stopped in good time, constructability technician takes counter-measure of rectifying a deviation in time, is conducive to on-the-spot construction control, thus improves the quality control of piling pile body verticality, also simplify measuring process simultaneously, improve operating efficiency.
Two, pile body verticality and the high control method of stake top mark in silent piling of the present invention construction, the adjustment horizon of a laser level flushes with the pile head elevation control line on concrete buttress, the horizon of another laser level flushes with the warning line on concrete buttress, when the horizon of piling severity control line on pile press close to warning line place, slow down pile press pile follower speed, carry out pile follower severity control, be convenient to stop pile follower in time.Visible, by arranging the observation discrepancy in elevation, can reflect the change of piling pile body absolute altitude, constructability technician controls design of pile top absolute altitude simple and clearly, prevents pile body overvoltage or under-voltage, avoids the drawback of pile extension or section stake in subsequent construction.By above-mentioned control method, verticality and the absolute altitude change of pile body just can be observed intuitively in piling process, and not by the impact of light day and night, constructability technician makes corresponding counter-measure fast, is convenient to construction of Static Pressure Pile quality control.
Accompanying drawing explanation
Fig. 1 is the top view of one embodiment of the invention;
Fig. 2 is the lateral view of one embodiment of the invention.
Detailed description of the invention
In the silent piling construction proposed the present invention below in conjunction with the drawings and specific embodiments, pile body verticality and the high control method of stake top mark are described in further detail.According to explanation below and claims, advantages and features of the invention will be clearer.Below by cited embodiment by reference to the accompanying drawings, technology contents of the present invention and feature will be described in detail.Need to illustrate in addition, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, the aid illustration embodiment of the present invention lucidly.For sake of convenience, hereinafter described " on ", D score is consistent with the upper and lower direction of accompanying drawing, but this can not become the restriction of technical solution of the present invention.
Composition graphs 1 and Fig. 2 illustrate pile body verticality and the high control method of stake top mark in silent piling of the present invention construction, and concrete steps are as follows:
S101: before construction equipment is marched into the arena, remove the ground of obstruction construction, underground obstacle, carry out the finishing operations in place, as shown in Figure 1, before pressing pile construction, adopt method of polar coordinates to carry out the setting-out of stake position, true fixed pile control axis 2 also encloses rectangle, the extended line outside stake position control axis 2 makes four for controlling the concrete buttress 3 of static pressure pipe pile 1 absolute altitude;
S102: as shown in Figure 2, go between to concrete buttress 3 from chopped-off head absolute altitude control point (being provided by Surveying And Mapping Institute, not shown), and on concrete buttress 3, mark pile head elevation control line a, and, outside pile press, mark piling severity control line (not shown);
S103: please continue to refer to Fig. 1, two laser levels 4,5 are set up in the rectangular area that stake position control axis 2 encloses, the tripod supporting leg of adjustment laser level 4,5, keep instrument slightly to put down, make the tangent line of the horizon of two laser levels 4,5 and static pressure pipe pile 1 position be 90 ° of angles;
S104: please continue to refer to Fig. 2, smart flat laser level 4,5, the horizon adjusting two laser levels 4,5 is concordant with the pile head elevation control line a that concrete buttress 3 marks;
S105: hang straight static pressure pipe pile 1, static pressure pipe pile 1 is hung in the clamping chamber of pile press, manually buttress static pressure pipe pile 1 lower end with align piles position, and static pressure pipe pile 1 pile top (boots) is pressed into 0.5 ~ 1.0m in soil, close the horizon of two laser levels 4,5, open laser cross-line, from stake side, the bottom observation vertical line of laser cross-line and the relative position relation of stake side, by regulating pile press adjustment pile body to vertical, formal piling when pile body perpendicularity deviation is less than 0.5%, then pine is pressed from both sides, rises, presss from both sides, presses, so repeatedly carries out; When static pressure pipe pile 1 is pressed onto distance ground 80 ~ 100cm, pile extension can be carried out, continue piling, until when the piling severity control line of pile press is concordant with the horizon of laser cross-line, namely when piling severity control line is concordant with the pile head elevation control line a that concrete buttress 3 marks, in good time stopping piling, pressing pile construction reaches design elevation.That is, in control procedure, utilize the vertical line of laser cross-line to correct static pressure pipe pile 1 pile body verticality, utilize the horizon of laser cross-line to control the pile follower degree of depth.
Pile body verticality and the high control method of stake top mark in silent piling of the present invention construction, first, at static pressure pipe pile 1 position control axis 2 arranged outside concrete buttress 3, and on concrete buttress 3, mark pile head elevation control line a, pile press marks piling severity control line, then, set up two laser levels 4, 5, make two laser levels 4, the horizon of 5 is tangent and mutually vertical with the stake position of static pressure pipe pile 1 respectively, horizon is concordant with pile head elevation control line a, in piling process, observe two laser levels 4 respectively, the relative position of the vertical line in 5 laser cross-lines and static pressure pipe pile 1 lateral edges, just can determine the verticality real-time change of piling pile body, and can adjust accordingly in time, observe the position relationship of the horizon in two laser level 4,5 laser cross-lines and the piling severity control line on pile press respectively, just can intuitively determine the pile follower degree of depth.In sum, control method of the present invention can observe the concrete condition of piling pile body verticality change the very first time intuitively and accurately, when there is skew in pile body, piling can be stopped in good time, constructability technician takes counter-measure of rectifying a deviation in time, is conducive to on-the-spot construction control, thus improves the quality control of piling pile body verticality, also simplify measuring process simultaneously, improve operating efficiency.
Better, as shown in Figure 2, arrange warning line b above the pile head elevation control line a that above-mentioned steps S102 is also included in concrete buttress 3, the distance D2 between pile head elevation control line a and warning line b is 5 ~ 15cm, the preferred 10cm of the present embodiment.The setting of warning line b, can point out constructor before piling is close to pile head elevation control line a, constructability technician makes counter-measure in time, to ensure pressing pile construction quality.
Continue with reference to figure 1 and Fig. 2, in above-mentioned steps S104, the adjustment horizon of laser level 4 flushes with the pile head elevation control line a on concrete buttress 3, the horizon of laser level 5 flushes with the warning line b on concrete buttress 3, when the horizon of piling severity control line on pile press close to warning line b place, slow down pile press pile follower speed, carry out pile follower severity control, be convenient to stop pile follower in time.Visible, by arranging the observation discrepancy in elevation, can reflect the change of piling pile body absolute altitude, constructability technician controls design of pile top absolute altitude simple and clearly, prevents pile body overvoltage or under-voltage, avoids the drawback of pile extension or section stake in subsequent construction.By above-mentioned control method, verticality and the absolute altitude change of pile body just can be observed intuitively in piling process, and not by the impact of light day and night, constructability technician makes corresponding counter-measure fast, is convenient to construction of Static Pressure Pile quality control.
Preferably, concrete buttress 3 is 3m ~ 5m apart from the horizontal range D1 of stake position control axis 2.In the present embodiment, distance D1 is 3m, both can not affect the pressing pile construction of static pressure pipe pile, can ensure again the accuracy observed.
In above-mentioned steps S103, after laser level 4,5 is slightly put down, close the horizon of laser level 4,5, open laser cross-line and sight the central axis ax of static pressure pipe pile 1 position, rotating laser level 4,5 gently makes it turn to a side by the central axis ax of static pressure pipe pile 1 position, with stake side bottom for benchmark, make the vertical line of laser cross-line and stake side tangent, return back to (being close to tangent) when being about 2mm apart from bottom stake lateral edges afterwards and stop.Aforesaid operations can accurate locating laser cross hairs, make the vertical line of laser cross-line and stake side tangent, for the observation of follow-up piling pile body verticality is prepared.
Preferably, above-mentioned concrete buttress 3 is the cube of size 500mm × 500mm × 1200mm, and the buried degree of depth of concrete buttress 3 is 500mm, and each concrete buttress 3 top absolute altitude is consistent.
Foregoing description is only the description to present pre-ferred embodiments, any restriction not to the scope of the invention, and any change that the those of ordinary skill in field of the present invention does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.
Claims (9)
1. pile body verticality and the high control method of stake top mark in silent piling construction, step is as follows:
One, before the construction of described silent piling, true fixed pile control axis, and extended line outside the control axis of stake position makes the concrete buttress for controlling static pressure pipe pile absolute altitude;
Two, go between as pile head elevation control line from chopped-off head absolute altitude control point to described concrete buttress, and on pile press, mark piling severity control line;
Three, in the control axis of described stake position, set up two laser levels, thick flat described laser level, makes the tangent line of the horizon of two described laser levels and described static pressure pipe pile stake position be 90 ° of angles;
Four, the flat described laser level of essence, the horizon adjusting described laser level is concordant with the described pile head elevation control line that described concrete buttress marks;
Five, hang straight described static pressure pipe pile and utilize described presser-into-rod to carry out pressing pile construction, the vertical line in the laser cross-line of described laser level is utilized to correct pile body verticality, and utilize horizon to control the pile follower degree of depth, until the piling severity control line on described presser-into-rod is concordant with the pile head elevation control line on described concrete buttress, stop piling.
2. control method according to claim 1, it is characterized in that: in described step 2, above the pile head elevation control line of described concrete buttress, mark warning line, the vertical distance D2 between described pile head elevation control line and described warning line is 10cm ~ 50cm.
3. control method according to claim 2, is characterized in that: the vertical distance D2 between described pile head elevation control line and described warning line is 10cm.
4. the control method according to Claims 2 or 3, it is characterized in that: in described step 4, the horizon of an adjustment described laser level is concordant with the described pile head elevation control line that described concrete buttress marks, and the horizon of another described laser level is concordant with the described warning line that described concrete buttress marks.
5. control method according to claim 4, is characterized in that: in described step 5, when the horizon of piling severity control line described on described pile press close to described warning line place, slows down described pile press pile follower speed, carries out pile follower severity control.
6. the control method according to any one of claims 1 to 3, is characterized in that: in described step one, and described concrete buttress is 3m ~ 5m apart from the horizontal range D1 of described stake position control axis.
7. control method according to claim 6, is characterized in that: described concrete buttress is 3m apart from the horizontal range D1 of described stake position control axis.
8. the control method according to any one of claims 1 to 3, it is characterized in that: after described laser level is slightly put down, close the horizon of described laser level, open the laser cross-line of described laser level and sight the central axis of described static pressure pipe pile stake position, rotating described laser level makes it turn to a side by the central axis of described static pressure pipe pile stake position, with stake side bottom for benchmark, make the vertical line of described laser cross-line and stake side tangent.
9. the control method according to any one of claims 1 to 3, is characterized in that: the buried degree of depth of described concrete buttress is 500mm, and each described concrete buttress top absolute altitude is consistent.
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| CN201510014925.6A CN104631459B (en) | 2015-01-13 | 2015-01-13 | Pile body perpendicularity and the high control method of stake top mark in static press piling construction |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343064A (en) * | 2018-04-24 | 2018-07-31 | 中铁十九局集团第七工程有限公司 | Steel sheet pile construction alignment control guider and pile-driving method |
| CN109736574A (en) * | 2019-03-01 | 2019-05-10 | 中国二十二冶集团有限公司 | Control the construction method of concrete casting elevation |
| CN109914492A (en) * | 2019-03-26 | 2019-06-21 | 中交上海三航科学研究院有限公司 | A kind of system and method for single tube stake axis verticality real-time monitoring |
| CN111264242A (en) * | 2020-03-12 | 2020-06-12 | 戚建梦 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111576417A (en) * | 2020-06-11 | 2020-08-25 | 湖北鄂东桩基工程有限公司 | Static pressure pile machine |
| CN111910635A (en) * | 2019-05-10 | 2020-11-10 | 深圳市北斗云信息技术有限公司 | Precise pile feeding method and system for pile driver |
| CN112030971A (en) * | 2020-09-01 | 2020-12-04 | 中国十七冶集团有限公司 | Device for detecting and adjusting perpendicularity of pile body of static pressure pile and construction method |
| CN112551395A (en) * | 2020-11-30 | 2021-03-26 | 中天建设集团有限公司 | Tower crane installation structure and correction method for installation inclination caused by foundation inclination |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136753A (en) * | 1992-10-20 | 1994-05-17 | Giken Seisakusho Co Ltd | Pile automatic supply press-in construction method and pile automatic pull-out construction method |
| CN102587374A (en) * | 2012-03-26 | 2012-07-18 | 江苏龙源振华海洋工程有限公司 | Perpendicularity control process for single-tubular-pile foundation of offshore intertidal wind farm |
| CN203096779U (en) * | 2013-03-05 | 2013-07-31 | 天津市洛睿甫科技有限公司 | Static pressure pile incline measurement recording device |
| CN203891025U (en) * | 2014-06-16 | 2014-10-22 | 杨林 | Hydraulic static pile driver |
| CN104153353A (en) * | 2014-08-22 | 2014-11-19 | 中铁六局集团天津铁路建设有限公司 | Method for determining elevation of bored pile through cross line laser |
| CN104251688A (en) * | 2014-09-25 | 2014-12-31 | 陕西华山路桥工程有限公司 | Method for linear directional measurement by utilizing laser in pipe jacking engineering |
-
2015
- 2015-01-13 CN CN201510014925.6A patent/CN104631459B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136753A (en) * | 1992-10-20 | 1994-05-17 | Giken Seisakusho Co Ltd | Pile automatic supply press-in construction method and pile automatic pull-out construction method |
| CN102587374A (en) * | 2012-03-26 | 2012-07-18 | 江苏龙源振华海洋工程有限公司 | Perpendicularity control process for single-tubular-pile foundation of offshore intertidal wind farm |
| CN203096779U (en) * | 2013-03-05 | 2013-07-31 | 天津市洛睿甫科技有限公司 | Static pressure pile incline measurement recording device |
| CN203891025U (en) * | 2014-06-16 | 2014-10-22 | 杨林 | Hydraulic static pile driver |
| CN104153353A (en) * | 2014-08-22 | 2014-11-19 | 中铁六局集团天津铁路建设有限公司 | Method for determining elevation of bored pile through cross line laser |
| CN104251688A (en) * | 2014-09-25 | 2014-12-31 | 陕西华山路桥工程有限公司 | Method for linear directional measurement by utilizing laser in pipe jacking engineering |
Cited By (12)
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| CN108343064A (en) * | 2018-04-24 | 2018-07-31 | 中铁十九局集团第七工程有限公司 | Steel sheet pile construction alignment control guider and pile-driving method |
| CN109736574A (en) * | 2019-03-01 | 2019-05-10 | 中国二十二冶集团有限公司 | Control the construction method of concrete casting elevation |
| CN109914492A (en) * | 2019-03-26 | 2019-06-21 | 中交上海三航科学研究院有限公司 | A kind of system and method for single tube stake axis verticality real-time monitoring |
| CN109914492B (en) * | 2019-03-26 | 2023-12-12 | 中交上海三航科学研究院有限公司 | System and method for monitoring verticality of single-pipe pile axis in real time |
| CN111910635A (en) * | 2019-05-10 | 2020-11-10 | 深圳市北斗云信息技术有限公司 | Precise pile feeding method and system for pile driver |
| CN111264242A (en) * | 2020-03-12 | 2020-06-12 | 戚建梦 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111264242B (en) * | 2020-03-12 | 2022-09-13 | 新疆科创天达农业工程有限公司 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111576417A (en) * | 2020-06-11 | 2020-08-25 | 湖北鄂东桩基工程有限公司 | Static pressure pile machine |
| CN112030971A (en) * | 2020-09-01 | 2020-12-04 | 中国十七冶集团有限公司 | Device for detecting and adjusting perpendicularity of pile body of static pressure pile and construction method |
| CN112551395A (en) * | 2020-11-30 | 2021-03-26 | 中天建设集团有限公司 | Tower crane installation structure and correction method for installation inclination caused by foundation inclination |
| CN114622556A (en) * | 2022-03-24 | 2022-06-14 | 中国电建市政建设集团有限公司 | AI image recognition-based CFG pile intelligent deviation rectifying method and device |
| CN114622556B (en) * | 2022-03-24 | 2023-08-08 | 中国电建市政建设集团有限公司 | Intelligent correction method and correction device for CFG pile based on AI image recognition |
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