CN103104101A - Construction deviation correcting method utilizing recursion top pressing method - Google Patents
Construction deviation correcting method utilizing recursion top pressing method Download PDFInfo
- Publication number
- CN103104101A CN103104101A CN2013100204273A CN201310020427A CN103104101A CN 103104101 A CN103104101 A CN 103104101A CN 2013100204273 A CN2013100204273 A CN 2013100204273A CN 201310020427 A CN201310020427 A CN 201310020427A CN 103104101 A CN103104101 A CN 103104101A
- Authority
- CN
- China
- Prior art keywords
- jack
- recursion
- correction
- construction
- deviation
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 77
- 238000010276 construction Methods 0.000 title abstract description 18
- 238000003825 pressing Methods 0.000 title abstract 6
- 238000005259 measurement Methods 0.000 claims abstract description 5
- 238000007405 data analysis Methods 0.000 claims abstract description 4
- 230000004087 circulation Effects 0.000 claims description 8
- 238000005728 strengthening Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000011437 continuous method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
Images
Abstract
The invention discloses a construction deviation correcting method utilizing a recursion top pressing method. The construction deviation correcting method comprises the following steps. Firstly, inclined measurement is performed on a construction. Secondly, inclined data analysis is performed on the construction. Thirdly, a main deviation correcting direction and a vice deviation correcting direction are confirmed. Fourthly, jacks are numbered in the main and vice deviation correcting directions. Fifthly, deviation correction of inclination of the construction can be achieved through the recursion top pressing method according to jack numbers. The construction deviation correcting method utilizing the recursion top pressing method is suitable for methods for solving the inclination problem in the process of construction lifting and achieving deviation correction of inclination of the construction. The construction deviation correcting method utilizing the recursion top pressing method integrates and performs strengthening and deviation correction at the same time and is suitable for deviation correction of the construction in the process of construction lifting, and elevation of the construction is not lost in the process of correcting deviation. The construction deviation correcting method utilizing the recursion top pressing method is explicit, fast to construct, obvious in effects, and is an effective and practical method earnestly summarized by an inventor after a plurality of construction deviation correcting and lifting examples are contrasted by the inventor.
Description
Technical field
The present invention can be applicable to special engineered field, and the method is applicable to solve the tilt problem that occurs in building lifting process and realizes building inclination correction problem.The invention provides a kind of bear down on one rectifying of leaned building method of method of recursion of using.
Background technology
At present, method for correcting error for building inclination is mainly the forced landing method, to lose a part of building absolute altitude in its correction process, need to carry out other underpin after its correction, cost is high and the duration is longer, the rectifying of leaned building method collection of method is reinforced and correction is carried out simultaneously to use recursion to bear down on one, and does not lose the building absolute altitude in the correction process, is specially adapted in building lifting process, building be rectified a deviation.
Summary of the invention
Use the bear down on one rectifying of leaned building method of method of recursion to be applied to special engineered field, that a kind of continuous method for correcting error that is specifically applied to building inclination is called for short the recursion method of bearing down on one, at first the method carries out inclination measurement to building, to the building inclination data analysis, determine two correction directions of primary and secondary, on primary and secondary correction direction, jack is numbered, realizes building inclination correction purpose by bearing down on one according to jack numbering recursion at last.
The bear down on one rectifying of leaned building method of method of this utilization recursion, in the steps below: at first 1 the method carries out inclination measurement to building, 2 pairs of building inclination data analysis, 3 determine two correction directions of primary and secondary, 4 are numbered jack on primary and secondary correction direction, and 5 realize the building inclination correction by bearing down on one according to jack numbering recursion.
Two correction directions of the primary and secondary of determining refer to the tilt quantity of building is decomposed on north and south and thing both direction, and the tilt component on which direction is large, and this direction is exactly main correction direction, and the direction of next is less important correction direction.
Jack is numbered, refers to according to perpendicular to main correction direction, lifting being divided into several rows with jack, work out in order line number 1,2,3 ... to last column; Equally according to perpendicular to less important correction direction, jack being divided into some row, work out in order column number 1,2,3 ... to last row; Each jack be numbered x-y, x is the line number of this jack, y is the column number of this jack.
The recursion method of bearing down on one is the main correction direction of first rectifying a deviation, and bears down on one by the line number jack is carried out recursion, points to a side outermost delegation jack with main incline direction and bears down on one once, and this every trade is numbered the x maximum number; Then be that line number is that the x maximum number subtracts 1, and line number subtract 1 jack greater than the x maximum number and respectively bear down on one once; The x maximum number subtracts 2; So recursion until line number be 1 and line number respectively bear down on one once greater than 1 jack.Then the less important correction direction of rectifying a deviation is beared down on one by the column number jack is carried out recursion, points to side outermost one a row jack with less important incline direction and bears down on one once, and this row column number is the y maximum number; Then be that column number is that the y maximum number subtracts 1, and column number subtract 1 jack greater than the y maximum number and respectively bear down on one once; The y maximum number subtracts 2; So recursion until column number be 1 and column number respectively bear down on one once greater than 1 jack.
The amplitude that general each correction circulation can be rectified a deviation is 2 to 5 millimeters, be determined on a case-by-case basis, generally rectify a deviation by 5 to 10 recursion methods of bearing down on one and circulate, the direction that can realize mainly the rectifying a deviation correction that tilts, then on less important correction direction, the recycle applications recursion is beared down on one method to realize the correction that tilts of less important correction direction.
Use the bear down on one rectifying of leaned building method main advantage of method of recursion to be under the prerequisite of not losing the building absolute altitude, building effectively to be rectified a deviation, and the effect of correction can quantitatively effectively be controlled; Adopt the another one advantage of the method correction to be, after correction, building need not carry out the underpin construction again, saves operation and fund, thoroughly solves the building inclination problem; The recursion method of bearing down on one is rectified a deviation and can be applied to building lifting engineering, is effective, the most convenient, the most most economical method of building attitude of adjusting in building lifting process.
The rectifying of leaned building method of using recursion to bear down on one is a kind of special engineered field that is applied to, the practical approach that is applicable to solve the tilt problem that occurs in building lifting process and realizes building inclination correction problem.This method collection is reinforced and correction is carried out simultaneously, and does not lose the building absolute altitude in the correction process, is specially adapted in building lifting process, building be rectified a deviation.This real inventive method is clear and definite, quick construction, and effect is remarkable, is that the inventor contrasts large amount of building correction, lifting example, conscientiously sums up and the effective practical approach that draws.
Description of drawings
Fig. 1 building primary and secondary correction direction and jack numbering schematic diagram.
Fig. 2 uses recursion to bear down on one method before along main rectification direction cut-away illustration.
Fig. 3 uses recursion to bear down on one method afterwards along main rectification direction cut-away illustration.
Mark in figure: 1-top tray girder system, the 2-jack, the less important correction direction of 3-, the 4-direction of mainly rectifying a deviation, the 7-superstructure, the 8-billet, 9-lower tray girder system or raft plate, 10-line number are 1 jack, the 11-line number is 11 jack.
The specific embodiment
The preparation of the method is cast one deck lower tray girder system or raft plate 9, be generally 300 to 500 millimeters thick, minute order of segmentation simultaneously underpins the original wall body of superstructure 7 on the top tray system 1 of steel concrete, arrange that by stressed size 50 to 100 power are the hand jack 2 of 50 to 100 tons in 350 to 400 millimeters gaps between lower tray girder system or raft plate 9 and top tray system 1, arrange the billet 8 of being made by steel plate between top tray girder system 1 and jack 2, the gap is real with iron wedge wedge.Need to wait for concrete intensity after fluid concrete, after intensity reaches designing requirement, just can carry out next step.With reference to Fig. 1, after the main incline direction 4 of definite building and less important incline direction 3, the jack 2 of arranging is numbered, it is conscientious in detail that numbering work is wanted, and is directly connected to the engineering effort of the method, and even the success or failure of engineering.The jack that represents to be positioned at the 3rd row the 5th row as jack 23-5.
As shown in Figure 1, the line number of north side delegation jack 2 is 1, and recursion successively to the south increases the line number of jack 2; The column number of east side one row jack 2 is 1, and westwards recursion increases the column number of jack 2 successively; The line number of jack 2 and column number are arranged sequentially by front and back, and with "-" as the interval between two numerals, this has just consisted of the numbering of jack 2, " 10-3 " as shown in Figure 1 represents that this jack 2 present positions are the node location of the 10th row the 3rd row, the position No. of jack 2 is to be particular about nearby principle, and every jack 2 has unique numbering.
As shown in Figure 2, in the preparatory stage of using recurrence method to rectify a deviation, the pressure of all jack 2 is adjusted to starting pressure in advance, this starting pressure is the least limit pressure of building lifting, surpasses this starting pressure, and building will produce displacement upwards.
Selected correction direction, inclination situation for the construction object, namely mainly rectify a deviation direction as the first correction direction with selecting the large direction of tilt quantity, set up transit in inclination Observation point position, before performing correction, primary quantity is observed, and prepare the correction process observation, in time provide data for adopting the recursion method of the bearing down on one process of rectifying a deviation.
Describedly realize that by bearing down on one according to jack 2 numbering recursion the building inclination correction is the main correction direction of first rectifying a deviation, by being carried out recursion, line number jack 2 bears down on one, first point to a side outermost delegation jack 2 with main incline direction and bear down on one once, the line number of this row jack 2 is 11; Then be line number be 10 and line number respectively bear down on one once greater than 10 jack; Next be line number be 9 and line number respectively bear down on one once greater than 9 jack; So recursion until line number be 1 and line number respectively bear down on one once greater than 1 jack, this is as the method correction circulation of bearing down on one of a recursion.The amplitude that general each correction circulation can be rectified a deviation is 2 to 5 millimeters, is determined on a case-by-case basis, generally by the method correction circulation direction correction that tilts that can realize mainly rectifying a deviation of bearing down on one of 5 to 10 recursion.Then on less important correction direction, the recycle applications recursion is beared down on one method to realize the correction that tilts of less important correction direction.
Recurrence method correction jack numbering and action frequency list
As shown in Figure 3, this is to use the recursion method cut-away illustration after the main rectification direction correcting of bearing down on one.Use recurrence method to carry out in the correction process, adopt as cocycle 5 to 10 times, all need the north-south tilt quantity of building is observed in each circulation work progress, till last north-south tilt quantity made zero, main incline direction correction finished.
Recurrence method is adopted in less important incline direction correction equally, adopts 5 to 10 times circulations, and less important incline direction tilt quantity is zero, and less important incline direction correction finishes, and whole the measurement observed building initial dip discharge observation point, determines the correction actual effect.Use recursion to bear down on one method after main rectification direction correcting.
Claims (5)
1. use the bear down on one rectifying of leaned building method of method of recursion, it is characterized in that, in the steps below: at first 1 the method carries out inclination measurement to building, 2 pairs of building inclination data analysis, 3 determine two correction directions of primary and secondary, 4 are numbered jack on primary and secondary correction direction, and 5 by realizing the building inclination correction according to the jack numbering recursion method of bearing down on one.
2. the utilization recursion according to claim 1 rectifying of leaned building method of method of bearing down on one, it is characterized in that: determine two correction directions of primary and secondary, the tilt quantity of building is decomposed on north and south and thing both direction, tilt component on which direction is large, this direction is exactly main correction direction, and the direction of next is less important correction direction.
3. the utilization recursion according to claim 1 rectifying of leaned building method of method of bearing down on one, it is characterized in that: jack is numbered, according to perpendicular to main correction direction, jack being divided into several rows, work out in order line number 1,2,3 ... to last column; According to perpendicular to less important correction direction, jack being divided into some row, work out in order column number 1,2,3 ... to last row; Each jack be numbered x-y, x is the line number of this jack, y is the column number of this jack.
4. the utilization recursion according to claim 1 rectifying of leaned building method of method of bearing down on one, it is characterized in that: the recursion method of bearing down on one is the main correction direction of first rectifying a deviation, namely by being carried out recursion, the line number jack bears down on one, point to a side outermost delegation jack with main incline direction and bear down on one once, this jack line number is the x maximum number; Then be that the jack line number is that the x maximum number subtracts 1, and the jack line number subtract 1 jack greater than the x maximum number and respectively bear down on one once; The x maximum number subtracts 2; So recursion until the jack line number be 1 and line number respectively bear down on one once greater than 1 jack; Then the less important correction direction of rectifying a deviation is namely beared down on one by the column number jack is carried out recursion, points to side outermost one a row jack with less important incline direction and bears down on one once, and this row column number is the y maximum number; Then be that column number is that the y maximum number subtracts 1, and column number subtract 1 jack greater than the y maximum number and respectively bear down on one once; The y maximum number subtracts 2; So recursion until column number be 1 and column number respectively bear down on one once greater than 1 jack.
5. the utilization recursion according to claim 1 rectifying of leaned building method of method of bearing down on one, it is characterized in that: the amplitude that each correction circulation can be rectified a deviation is 2 to 5 millimeters, by method correction circulation direction correction and the less important correction direction correction that tilts that tilts that can realize mainly rectifying a deviation of bearing down on one of 5 to 10 recursion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310020427.3A CN103104101B (en) | 2013-01-18 | 2013-01-18 | Construction deviation correcting method utilizing recursion top pressing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310020427.3A CN103104101B (en) | 2013-01-18 | 2013-01-18 | Construction deviation correcting method utilizing recursion top pressing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103104101A true CN103104101A (en) | 2013-05-15 |
| CN103104101B CN103104101B (en) | 2015-01-21 |
Family
ID=48312270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310020427.3A Active CN103104101B (en) | 2013-01-18 | 2013-01-18 | Construction deviation correcting method utilizing recursion top pressing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103104101B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565982A (en) * | 2019-09-23 | 2019-12-13 | 山东建筑大学 | Trailer climbing building displacement method |
| CN111608215A (en) * | 2020-06-16 | 2020-09-01 | 上海工谷土木工程技术有限公司 | Building deviation rectifying asynchronous jacking method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1058069A (en) * | 1991-06-26 | 1992-01-22 | 黄正轩 | The method of correcting and then reinforcing inclined house |
| CN1177048A (en) * | 1997-07-23 | 1998-03-25 | 夏强 | Controlled construction method and apparatus for rectifying inclined building |
| JPH10266586A (en) * | 1997-03-19 | 1998-10-06 | Fujio Itagaki | Anchor bolt device for correcting settlement of building |
| CN1262373A (en) * | 2000-02-23 | 2000-08-09 | 阮蔚文 | Method for correcting obliqueness of high building and exchanging bridge abutment with adjustable equipment |
| JP2002295027A (en) * | 2001-03-29 | 2002-10-09 | Toa Kikai Koji:Kk | Inclination correcting method and inclination correcting member for building |
| CN101092850A (en) * | 2006-06-22 | 2007-12-26 | 张准胜 | Method and installation for rising building or historical building / cluster of historical building integrally |
-
2013
- 2013-01-18 CN CN201310020427.3A patent/CN103104101B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1058069A (en) * | 1991-06-26 | 1992-01-22 | 黄正轩 | The method of correcting and then reinforcing inclined house |
| JPH10266586A (en) * | 1997-03-19 | 1998-10-06 | Fujio Itagaki | Anchor bolt device for correcting settlement of building |
| CN1177048A (en) * | 1997-07-23 | 1998-03-25 | 夏强 | Controlled construction method and apparatus for rectifying inclined building |
| CN1262373A (en) * | 2000-02-23 | 2000-08-09 | 阮蔚文 | Method for correcting obliqueness of high building and exchanging bridge abutment with adjustable equipment |
| JP2002295027A (en) * | 2001-03-29 | 2002-10-09 | Toa Kikai Koji:Kk | Inclination correcting method and inclination correcting member for building |
| CN101092850A (en) * | 2006-06-22 | 2007-12-26 | 张准胜 | Method and installation for rising building or historical building / cluster of historical building integrally |
Non-Patent Citations (2)
| Title |
|---|
| 乔建丽: "沉井施工致相邻建筑物倾斜事故原因分析及处理措施", 《建筑施工》 * |
| 姜先义: "浅谈建筑物倾斜的原因及纠偏加固处理", 《山西建筑》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565982A (en) * | 2019-09-23 | 2019-12-13 | 山东建筑大学 | Trailer climbing building displacement method |
| CN111608215A (en) * | 2020-06-16 | 2020-09-01 | 上海工谷土木工程技术有限公司 | Building deviation rectifying asynchronous jacking method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103104101B (en) | 2015-01-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106500633A (en) | A kind of measurement method of planeness | |
| CN103104101B (en) | Construction deviation correcting method utilizing recursion top pressing method | |
| CN202570872U (en) | Cold bending correction device for steel pipe rods | |
| CN205276725U (en) | Translation dolly in various steel room panel construction technology of overlength | |
| CN108021775B (en) | Method for calculating bending strength of upright post of dust remover box under action of transverse load | |
| CN105421466A (en) | Underpinning construction method and underpinning device for temporary latticed column | |
| Sichani et al. | Non-elliptic wheel-rail contact modelling in vehicle dynamics simulation | |
| CN202595207U (en) | Heat-treatment quenching clamp | |
| CN106641461A (en) | Bracket provided with three petroleum pipelines capable of being laid thereon | |
| CN103411562A (en) | Structured light laser strip center extraction method based on dynamic programming and mean-shift | |
| CN105464126A (en) | Leveling device for galvanized embedded steel plate in concrete foundation | |
| CN206593956U (en) | The axially loaded supplementary structure of pseudo-static experimental | |
| CN205329850U (en) | Metallic structure's support that slides | |
| CN207760851U (en) | A kind of structure for anchor cable circulation stretch-draw | |
| CN209379693U (en) | Apparatus for correcting for fashioned iron deformation | |
| CN104648757B (en) | The storage of propons stabilizer bar arm assembly, transfer tooling | |
| CN208918333U (en) | Support construction is used in a kind of construction of steel structural roof top-bunt Slippage | |
| CN106513464A (en) | Device and method for long strip flat iron deformation correction by flames | |
| CN203894102U (en) | Prestress clip hardness testing device | |
| CN105780824B (en) | A kind of shaped steel method of testing for foundation ditch shaped steel inner support system | |
| CN106088559A (en) | A kind of tile work method | |
| CN106446379A (en) | Probability-integral-method based surface movement deformation predication method for any mining working faces | |
| CN207420574U (en) | A kind of shield is missed the stop steelframe | |
| CN105345678B (en) | A kind of U-shaped shot blasting frame of truck foot iron plate | |
| CN213764607U (en) | Railing rapid welding work platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room 815, Free Trade Building, Dalian Free Trade Zone, Liaoning Province, 116023 Patentee after: Jiuding Sanli Construction Group Co.,Ltd. Address before: Room 2818, Chenxi Xinghai International Building, No. 692 Zhongshan Road, Dalian City, Liaoning Province, 116023 Patentee before: DALIAN JIUDING SPECIAL CONSTRUCTION ENGINEERING CO.,LTD. |
|
| CP03 | Change of name, title or address |