CN1734045A - Pile foundation method for inclination rectification of ancient building - Google Patents
Pile foundation method for inclination rectification of ancient building Download PDFInfo
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- CN1734045A CN1734045A CN 200410040411 CN200410040411A CN1734045A CN 1734045 A CN1734045 A CN 1734045A CN 200410040411 CN200410040411 CN 200410040411 CN 200410040411 A CN200410040411 A CN 200410040411A CN 1734045 A CN1734045 A CN 1734045A
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Abstract
This invention is an ancient building leaning correcting error pile method, which includes the following steps: first fixing the ancient building 1 with the rope 5 in the 2-4 directions, then digging stake 3 at the left and right side of the leaning direction A of the ancient building 1, mounting the girder 2 which passes through the center of the ancient building between the two stakes 3, at last adding the power on the leaning and reverse rope 5 to erect the ancient building 1, the leaning correcting error of this invention is convenient and permanent.
Description
Affiliated technical field: the invention belongs to the realm of building construction, specifically is a kind of ancient building inclination correction pile foundation method.
Background technology: ancient building comprises buildings such as Gu Ta, ancient temple, ancient building.The existing building of ancient building and only a few often occurs the phenomenon of inclination, how these buildings are set upright, to keep original style and features of ancient building, the protection historical relic, scientists both domestic and external has all been spent all brains, building is cut out the method that centre-of gravity shift that a part makes building is set upright building with rope again as adopting at the reverse place that is tilted to; Also there is employing to make its sinking make the centre-of gravity shift of building set upright method to building with rope again in ground filling lead or other heavy thing at the reverse place that is tilted to.But said method is dangerous high as irritate the lead contamination environment, expense is big, correction is not thorough, and people are still pursuing better ancient building inclination method for correcting error.
The objective of the invention is provides a kind of safe, cost is low, do not influence the ancient building original appearance, the convenient lasting ancient building of the correction of tilting tilts correction pile foundation method for people.
The objective of the invention is to realize by following technical proposals.
Summary of the invention: ancient building inclination correction pile foundation method of the present invention, the steps include: at first ancient building 1 usefulness stay cord 5 to be fixed in 2～4 directions, beat pile 3 in the left and right sides that ancient building 1 is tilted to A then, the ground crossbeam 2 that passes the ancient building center is installed between two piles 3, ancient building 1 is set upright for again at last stay cord 5 reinforcings of the reverse B that tilts.
Above-mentioned stay cord 5 one ends be fixed in from ancient building 1 as the body of the tower of 2 meters of cats head and/or 10 meters on or other suitable stressed positions, around the body of the tower of fixed point, bind plank or elastomeric material 7 with stationary rope 6 pads, and then stay cord 5 linked to each other with stationary rope 6, the other end of stay cord 5 is angled to be fixed on the ground.
The bottom of above-mentioned stay cord 5 can also be provided with cucurbit 8, regulates the pulling force of 5 pairs of ancient buildings of stay cord 1 as ancient tower by cucurbit 8, to reach the purpose that ancient building 1 tilts to rectify a deviation.Holding screw 9 also can be set to regulate the pulling force of 5 pairs of ancient towers of stay cord on the stay cord 5.Because ground crossbeam 2 passes the ancient building center, distance from ground crossbeam one side to the periphery of tower is less than the diameter of tower, and this moment, the center of gravity deflection of tower was tilted to A, thereby the reverse B that tilts from tower exerts all one's strength gently, by the deadweight of tower is very easy tower is set upright, this method is also named deadweight reverse traction method.
Above-mentioned stay cord 5 can be two, 4 or many, can be distributed in tower about, front and back or all around.
Above-mentioned pile 3 is arranged on from ancient building 1 as about two meters far away underground in Gu Ta base, about 1～2 meter of pile 3 diameters, and the degree of depth of pile is decided according to the situation needs of on-the-spot ground, 1～1.5 meter of ground crossbeam 2 diameter, two ends place on the pile 3.During construction, ground crossbeam 2 better is to form by manually pouring into a mould piecemeal, is right after the column foot bottom surface according to design size needs ground crossbeam 2.
Above-mentioned pile 3 can be two, 4 or many, can be distributed in ancient building 1 as about tower, front and back or all around.Ground crossbeam 2 also be many.
Above-mentioned pile 3 and ground crossbeam 2 are reinforced concrete structure.
The above-mentioned ancient building correction pile foundation that tilts ", be the ancient building core technology that correction or shaping return to the past that tilts, it conceive unique; design ingenious, advanced technology, safe and reliable; as to have very high develop and spread and be worth, can fill up the technological gap that China and foreign countries' building field inclination is rectified a deviation.Advantage of the present invention: 1, technological innovation, plug a gap, for the ancient building correction of tilting, truly have unique distinction, can solve practical problem, and to environment, personnel are not had any negative effect; 2, small investment, instant effect, this method is more more economical than methods such as the plumbous corrections of above-mentioned filling; 3, ancient building inclination correction or shaping are returnd to the past desired load, angular dimension etc. all by best satisfied, handle very skillfully; 4, also can reinforce, with anti-5～6 grades of earthquakes to ground.
Further specify the present invention below by embodiment, the present invention is not limited only to described embodiment.
Description of drawings:
Fig. 1 is provided with one of structural representation of pile under the ancient tower.
Fig. 2 is two of structural representation that pile is set under the ancient tower.
Fig. 3 is provided with the structural representation of stay cord, cucurbit for ancient tower.
Among the figure: 1, ancient building; 2, crossbeam; 3, pile; 4, dovetail joint; 5, stay cord; 6, stationary rope; 7, elastomeric material; 8, cucurbit; 9, holding screw; 10 spud piles; 11, tower ground; A, be tilted to; B, inclination oppositely
The specific embodiment:
Shown in Fig. 1～3: ancient building inclination correction pile foundation method of the present invention, the steps include: that at first ancient building 1 (being ancient tower as scheming this example) is fixed (as shown in Figure 3) body of the tower when preventing that aftermentioned from constructing with stay cord 5 in 2～4 directions all around of tower to be rocked or tilt, adopt hand digging hot-metal carburized steel reinforced concrete that pile 3 is set in ancient building 1 bottom angled to the left and right sides of A then, the reinforced concrete soil crossbeam 2 at ancient building center is passed in cast between two piles 3, ancient building 1 is set upright at last stay cord 5 reinforcings of the reverse B that tilts again.
This routine stay cord 5 is a steel cable, the one end is fixed on the body of the tower of 2 meters of cats head and 10 meters, fill up with stationary rope 6 around the body of the tower of fixed point and bind plank or elastomeric material 7, and then stay cord 5 is linked to each other with stationary rope 6, the other end of stay cord 5 is angled to be fixed on the pile 10 on ground.
The bottom of this routine stay cord 5 is provided with cucurbit 8, regulates the pulling force of 5 pairs of ancient buildings of stay cord 1 as ancient tower by cucurbit 8, to reach the purpose that ancient building 1 tilts to rectify a deviation.Stay cord 5 is provided with the pulling force of holding screw 9 with 5 pairs of further adjusting stay cords as ancient tower.
Totally 5 of this routine stay cords 5, being tilted to A is one, the reverse B of inclination is 2, each side one, also many stay cords can be set arbitrarily as required.
This routine pile 3 is arranged on about two meters far away underground from ancient building 1 as ancient Tata substrate limit, and its distance also can be adjusted as required.About 1.5 meters of pile 3 diameters.The degree of depth of pile is decided according to the situation needs of on-the-spot ground, and this example is 10 meters.1.2 meters of ground crossbeam 2 diameters, two ends place on the pile 3.During construction, ground crossbeam 2 adopts manually cast piecemeal to form, and is right after the column foot bottom surface according to design size needs ground crossbeam 2.
This routine pile 3 can for about two.Also can be 4 or many all around.In the middle of the ground crossbeam 2 dovetail joint can be set, link together so that many ground crossbeams 2 are manually poured into a mould piecemeal.
This example is because ground crossbeam 2 passes the Gu Ta center, distance from ground crossbeam one side to the periphery of tower is less than the diameter of tower, this moment, the center of gravity deflection of tower was tilted to A, thereby the reverse B that tilts from tower exerts all one's strength gently, get back to original position by the deadweight of tower tower is set upright, this method is also named deadweight reverse traction method.
Claims (5)
1, a kind of ancient building inclination correction pile foundation method, it is characterized in that: the correction step that tilts is: at first ancient building 1 usefulness stay cord 5 is fixed in 2～4 directions, beat pile 3 in the left and right sides that ancient building 1 is tilted to A then, the ground crossbeam 2 that passes the ancient building center is installed between two piles 3, ancient building 1 is set upright for again at last stay cord 5 reinforcings of the reverse B that tilts.
2, ancient building inclination correction pile foundation method according to claim 1, it is characterized in that: described stay cord 5 one ends are fixed on one's body the ancient building 1 of 2 meters at ancient building 1 top and/or 10 meters, around the ancient building 1 of fixed point, bind plank or elastomeric material 7 with stationary rope 6 pads, and then stay cord 5 linked to each other with stationary rope 6, the other end of stay cord 5 is angled to be fixed on the ground.
3, ancient building inclination correction pile foundation method according to claim 1, it is characterized in that: the bottom of described stay cord 5 is provided with cucurbit 8 and/or holding screw 9.
4, ancient building inclination correction pile foundation method according to claim 1, it is characterized in that: described pile 3 can be two, 4 or many, be distributed in ancient building 1 about, front and back or all around, described ground crossbeam 2 is 1 or many, its end places on the pile 3.
5, ancient building inclination correction pile foundation method according to claim 1, it is characterized in that: described pile 3 and ground crossbeam 2 are reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410040411 CN1734045A (en) | 2004-08-10 | 2004-08-10 | Pile foundation method for inclination rectification of ancient building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410040411 CN1734045A (en) | 2004-08-10 | 2004-08-10 | Pile foundation method for inclination rectification of ancient building |
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| Publication Number | Publication Date |
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| CN1734045A true CN1734045A (en) | 2006-02-15 |
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| CN 200410040411 Pending CN1734045A (en) | 2004-08-10 | 2004-08-10 | Pile foundation method for inclination rectification of ancient building |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669976A (en) * | 2013-11-03 | 2014-03-26 | 单发成 | Ancient pagoda correction |
| CN103850445A (en) * | 2014-03-12 | 2014-06-11 | 扬州大学 | Reset reinforcing method for deformation of pavilion timer frame building |
| CN108278036A (en) * | 2017-11-27 | 2018-07-13 | 重庆市发成科技开发有限公司 | A kind of correction scheme tilting ancient masonry pagoda |
| CN111206630A (en) * | 2020-01-13 | 2020-05-29 | 郑勤民 | Leaning tower correcting method |
| CN113530262A (en) * | 2021-08-25 | 2021-10-22 | 宁玉欣 | Traction device for mounting circular steel tube truss hollow rod piece and using method |
| CN115492418A (en) * | 2022-10-12 | 2022-12-20 | 上海建为历保科技股份有限公司 | Correcting process for displaced members |
-
2004
- 2004-08-10 CN CN 200410040411 patent/CN1734045A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669976A (en) * | 2013-11-03 | 2014-03-26 | 单发成 | Ancient pagoda correction |
| CN103850445A (en) * | 2014-03-12 | 2014-06-11 | 扬州大学 | Reset reinforcing method for deformation of pavilion timer frame building |
| CN103850445B (en) * | 2014-03-12 | 2015-11-25 | 扬州大学 | The distortion reset reinforcement means of loft-style timber-framed building |
| CN108278036A (en) * | 2017-11-27 | 2018-07-13 | 重庆市发成科技开发有限公司 | A kind of correction scheme tilting ancient masonry pagoda |
| CN108278036B (en) * | 2017-11-27 | 2022-11-11 | 重庆市发成科技开发有限公司 | Deviation rectifying method for inclined masonry ancient tower |
| CN111206630A (en) * | 2020-01-13 | 2020-05-29 | 郑勤民 | Leaning tower correcting method |
| CN113530262A (en) * | 2021-08-25 | 2021-10-22 | 宁玉欣 | Traction device for mounting circular steel tube truss hollow rod piece and using method |
| CN113530262B (en) * | 2021-08-25 | 2023-02-03 | 宁玉欣 | Traction device for mounting circular steel tube truss hollow rod piece and using method |
| CN115492418A (en) * | 2022-10-12 | 2022-12-20 | 上海建为历保科技股份有限公司 | Correcting process for displaced members |
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