CN101054856A - Rehabilitation method for ancient architecture wall - Google Patents
Rehabilitation method for ancient architecture wall Download PDFInfo
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- CN101054856A CN101054856A CN 200710028109 CN200710028109A CN101054856A CN 101054856 A CN101054856 A CN 101054856A CN 200710028109 CN200710028109 CN 200710028109 CN 200710028109 A CN200710028109 A CN 200710028109A CN 101054856 A CN101054856 A CN 101054856A
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Abstract
The invention discloses a rehabilitation method of ancient architectural wall body, in correction process the method will not damage to the wall body decoration. The steps of correcting deforming wall body are that: after fixing top component of the wall body, a pedestal is arranged in the building; a vertical spacing or correction bracket is arranged in the deforming wall body; a plurality of ports are selected from the wall body deforming parts and a set of soft cable vertical spacing or correction device is mounted in the inner side of the wall body; the wall body deforming parts are corrected to return to the original position by selecting the vertical spacing bracket to match with the soft cable correction device or the correction bracket to match with the soft cable vertical spacing device based on the deforming state of the wall body; the slit of the wall body is inserted to small pig iron pieces to press and treated by perfusing mortar; at last the vertical spacing or correction bracket, the soft cable vertical spacing or correction device and the pedestal are dismantled. The method with simple operation, low cost, short construction period is adapted to the ancient architectural wall body, especially the correction and rehabilitation of antique antiquity ancient architectural deforming wall body.
Description
Technical field
The present invention relates to ancient architecture wall maintenance technique field, particularly a kind of restorative procedure of ancient architecture wall.
Background technology
Existing ancient architecture deformed wall recovery technique is when its body of wall when the situation of inclinations, askew sudden strain of a muscle, distortion, blow-up appears in large tracts of land simultaneously, generally all is to remove heavily block of body of wall numbering.Because ancient architecture wall often has tile carving, colour painting and ash decoration such as to mould; add that body of wall itself also belongs to object of protection; therefore ancient building being removed body of wall heavily builds; will inevitably damage its historical value, scientific value and artistic value; and labour intensity is big; long in time limit, this is the existing existing main weak point of ancient architecture deformed wall recovery technique.
Summary of the invention
The object of the present invention is to provide a kind of simple to operate, with low cost, duration short, the occupied ground area is little, and can not cause the restorative procedure of the ancient architecture wall of damage to wall body decoration in correcting process.
Technical solution proposed by the invention is such: a kind of restorative procedure of ancient architecture wall, and the step of described rectification deformed wall is: after the body of wall upper component is fixed, set up bearing 1 in building; Build vertical spacing or correction bracket in distortion wall body inboard; Select some spots respectively at one group of gentle spacing or apparatus for correcting of Suo Chuizhi of body of wall installed inside at the deformation of wall position; Select vertical limiting bracket and gentle rope apparatus for correcting to match or correction bracket and gentle Suo Chuizhi stopping means match homing is corrected at the deformation of wall position according to the deformation of wall state; Little Pig Iron Scrap is inserted in the body of wall slit forces tight and the grouting mortar processing; The vertical spacing or correction bracket of dismounting at last, gentle Suo Chuizhi spacing or apparatus for correcting and bearing 1.
Adopt vertical limiting bracket and gentle rope apparatus for correcting compounding practice for flare body of wall and/or evagination body of wall.Adopt gentle Suo Chuizhi stopping means and correction bracket compounding practice for introversion body of wall and/or convex body of wall.The vertical spacing or correction bracket of a described row is by row's rigidity montant 2, dull and stereotyped 3, horizontal stiffness bar 4, a rigidity hound 5 and an ejection device 6, rigid rod 7 is formed, fix some flat boards 3 on one row's rigidity montant 2, rigidity montant 2 is provided with horizontal stiffness bar 4 from top to bottom at a certain distance and interconnects, each vertical spacing or correction bracket is provided with the rigidity hound 5 that 1-3 bar and horizontal plane have different angle, every rigidity hound 5 one ends are installed on the bearing 1, its other end is equipped with an ejection device 6 and is pressed on the corresponding flat board 3 by rigid rod 7, has the horizontal rigid rod 4 of rigidity hound 5 usefulness at identical inclination angle to connect with horizontal plane.Spacing or the apparatus for correcting of described one group of gentle Suo Chuizhi is made up of dull and stereotyped 8, screw thread iron 9, gentle rope 10, adjusting screw(rod) 11, partly select some spots boring at deformation of wall, screw thread iron 9 passes this hole and abuts in the flat board 8 in the outside, this hole and tighten up with nut, screw thread iron 9 the inners are fixed with gentle rope 10 1 ends, gentle rope 10 other ends are fixed on the bearing 1, also are serially connected with adjusting screw(rod) 11 in gentle rope 10.Described ejection device 6 adopts the fine setting screw rod, and this fine setting screw rod is made up of fine-tuning nut 6-1 and screw rod 6-2.When rigidity hound 5 upper ends directly contacted with corresponding flat board 3, an ejection device 6 that is provided with between its bottom and the bearing 1 adopted jack.The material of described bearing 1 can adopt plain concrete or steel concrete or timber or metal material.The material of described rigidity montant 2, flat board 3,8, horizontal stiffness bar 4, rigidity hound 5 and rigid rod 7 can be metal material or timber.
Compared with prior art, the present invention has following remarkable result:
(1) the present invention is a kind of restorative procedure of ancient architecture wall, this law is to consider that the ancient architecture deformed wall peripheral area is narrow, be difficult to found, so the facility that deformed wall is corrected and the place of operation all are located in the heritage buildings in objective environments such as wall outer side built constructions.At this situation, the support that stands in the deformed wall inboard may be that body of wall is made perpendicular positioning usefulness, also may be body of wall to be done to correct use; The gentle rope device that is contained between body of wall and the bearing 1 both may be that body of wall is done correcting, also may be body of wall to be made perpendicular positioning use.When body of wall flare or evagination, support is the perpendicular positioning support, and gentle rope device is gentle rope apparatus for correcting; When recessed, support is correction bracket when oblique in the body of wall or outer, and gentle rope device is gentle rope perpendicular positioning device.This method is fit to the narrow and small especially applications of ancient architecture deformed wall peripheral space.
(2) this rectification body of wall method is simple to operate, cost of manufacture is cheap, the duration is short, can not make damage to wall body decoration, helps the protection of historical relic.
Description of drawings
Fig. 1 is the construction schematic diagram that ancient architecture deformed wall is repaired of one embodiment of the invention.
Fig. 2 is an A place enlarged drawing among Fig. 1.
The specific embodiment
By following embodiment the present invention is further elaborated.
Present embodiment selects the flare body of wall to repair, and referring to Fig. 1, shown in Figure 2, the restorative procedure step of present embodiment ancient architecture wall is such:
At first the body of wall upper component is fixed, in building, set up bearing 1, build vertical limiting bracket in the deformed wall inboard, select some points that one group of gentle rope apparatus for correcting is installed at the deformation of wall position, make the deformation of wall position correct homing by operation to one group of gentle rope apparatus for correcting, then little Pig Iron Scrap is inserted in the body of wall slit and force tightly, and selected some spots picks away fragment of brick and carry out grouting mortar and handle, dismantle vertical limiting bracket, gentle rope apparatus for correcting and bearing 1 at last.
The foundation of the vertical limiting bracket of one row: build row's steel pipe montant 2 to determine the vertical reference face of body of wall, on steel pipe montant 2, fix some planks 3, steel pipe montant 2 is provided with horizontal steel tube 4 from top to bottom at a certain distance and interconnects, steel pipe and the clasp fastening of steel pipe junction.Each vertical limiting bracket is provided with three has the steel pipe diagonal brace 5 of different angle with horizontal plane, every steel pipe diagonal brace 5 one ends are installed on the bearing 1, its other end is equipped with an ejection device, an ejection device of present embodiment adopts fine setting screw rod 6, its fine-tuning nut 6-1 expansion bearing is at the other end of steel pipe diagonal brace 5, screw rod 6-2 is pressed on the plank 3 by wooden a tree, used in making timber for boats 7, has some the horizontal steel tubes of steel pipe diagonal brace 5 usefulness 4 at identical inclination angle to connect with horizontal plane.
The foundation of one group of gentle rope apparatus for correcting: select some spots boring at the deformation of wall position, screw thread iron 9 passed this hole and abut in the steel plate 8 in this outside, hole and tighten up with nut, screw thread iron 9 the inners are fixed with gentle rope 10 1 ends, its other end is fixed on the bearing 1, also is serially connected with gaily decorated basket screw rod 11 in gentle rope 10.Correct homing by regulating gaily decorated basket screw rod 11 part that body of wall is outward-dipping.
Claims (9)
1, a kind of restorative procedure of ancient architecture wall is characterized in that: the step of described rectification deformed wall is: after the body of wall upper component is fixed, set up bearing (1) in building; Build vertical spacing or correction bracket in distortion wall body inboard; Select some spots respectively at one group of gentle spacing or apparatus for correcting of Suo Chuizhi of body of wall installed inside at the deformation of wall position; Select vertical limiting bracket and gentle rope apparatus for correcting to match or correction bracket and gentle Suo Chuizhi stopping means match homing is corrected at the deformation of wall position according to the deformation of wall state; Little Pig Iron Scrap is inserted in the body of wall slit forces tight and the grouting mortar processing; The vertical spacing or correction bracket of dismounting at last, gentle Suo Chuizhi spacing or apparatus for correcting and bearing (1).
2, the restorative procedure of ancient architecture wall according to claim 1 is characterized in that: adopt vertical limiting bracket and gentle rope apparatus for correcting compounding practice for flare body of wall and/or evagination body of wall.
3, the restorative procedure of ancient architecture wall according to claim 1 is characterized in that: adopt gentle Suo Chuizhi stopping means and correction bracket compounding practice for introversion body of wall and/or convex body of wall.
4, the restorative procedure of ancient architecture wall according to claim 1, it is characterized in that: the vertical spacing or correction bracket of a described row is by row's rigidity montant (2), dull and stereotyped (3), horizontal stiffness bar (4), a rigidity hound (5) and an ejection device (6), rigid rod (7) is formed, one row's rigidity montant (2) is gone up fixing some flat boards (3), rigidity montant (2) is provided with horizontal stiffness bar (4) from top to bottom at a certain distance and interconnects, each vertical spacing or correction bracket is provided with the rigidity hound (5) that 1-3 bar and horizontal plane have different angle, every rigidity hound (5) one ends are installed on the bearing (1), its other end is equipped with an ejection device (6) and is pressed on the corresponding flat board (3) by rigid rod (7), has the rigidity hound (5) at identical inclination angle to connect with horizontal rigid rod (4) with horizontal plane.
5, the restorative procedure of ancient architecture wall according to claim 1, it is characterized in that: the spacing or apparatus for correcting of described one group of gentle Suo Chuizhi is made up of dull and stereotyped (8), screw thread iron (9), gentle rope (10), adjusting screw(rod) (11), partly select some spots boring at deformation of wall, screw thread iron (9) passes this hole and abuts in the flat board (8) in the outside, this hole and tighten up with nut, screw thread iron (9) is inner to be fixed with gentle rope (10) one ends, gentle rope (10) other end is fixed on the bearing (1), also is serially connected with adjusting screw(rod) (11) in gentle rope (10).
6, the restorative procedure of ancient architecture wall according to claim 4 is characterized in that: described ejection device (6) adopts the fine setting screw rod, and this fine setting screw rod is made up of fine-tuning nut (6-1) and screw rod (6-2).
7, the restorative procedure of ancient architecture wall according to claim 4 is characterized in that: directly with accordingly flat board (3) is when contacting when rigidity hound (5) upper end, and an ejection device (6) that is provided with between its bottom and the bearing (1) adopts jack.
8, the restorative procedure of ancient architecture wall according to claim 1 is characterized in that: the material of described bearing (1) can adopt plain concrete or steel concrete or timber or metal material.
9, according to the restorative procedure of claim 4 or 5 described ancient architecture walls, it is characterized in that: the material of described rigidity montant (2), dull and stereotyped (3,8), horizontal stiffness bar (4), rigidity hound (5) and rigid rod (7) can be metal material or timber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100281096A CN100485152C (en) | 2007-05-22 | 2007-05-22 | Rehabilitation method for ancient architecture wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100281096A CN100485152C (en) | 2007-05-22 | 2007-05-22 | Rehabilitation method for ancient architecture wall |
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| CN101054856A true CN101054856A (en) | 2007-10-17 |
| CN100485152C CN100485152C (en) | 2009-05-06 |
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| CNB2007100281096A Active CN100485152C (en) | 2007-05-22 | 2007-05-22 | Rehabilitation method for ancient architecture wall |
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Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101368447B (en) * | 2008-08-26 | 2010-04-14 | 江苏南通二建集团有限公司 | Old wall renovation and construction method |
| CN101922241A (en) * | 2010-08-13 | 2010-12-22 | 成都建筑工程集团总公司 | Method for repairing wood beam column of old building by embedded rib reinforcement |
| CN102060477B (en) * | 2009-11-18 | 2012-07-25 | 李最雄 | Pseudo-Yangshao concrete for repairing masonry relics |
| CN103850445A (en) * | 2014-03-12 | 2014-06-11 | 扬州大学 | Reset reinforcing method for deformation of pavilion timer frame building |
| CN103982051A (en) * | 2014-05-28 | 2014-08-13 | 扬州大学 | Historic building slanting timber frame tensioning jacking resetting device |
| CN103993755A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Structure and method for reinforcing ancient residential building wall column connection |
| CN104074369A (en) * | 2014-07-15 | 2014-10-01 | 黄文铮 | Historic building clay sculpture protecting and repairing method |
| CN106088635A (en) * | 2016-08-19 | 2016-11-09 | 江苏聚业交通科学研究有限公司 | Artifact upright stone tablet building building is in the protection device of Under-cross tunnel blast working vibration |
| CN106223639A (en) * | 2016-08-29 | 2016-12-14 | 浙江鎏增古建园林工程有限公司 | A kind of supporting construction of building in the style of the ancients |
| CN106382016A (en) * | 2016-11-18 | 2017-02-08 | 李艳荣 | Integral reinforcing type construction process for complex structure of old building |
| CN106968449A (en) * | 2017-03-02 | 2017-07-21 | 泛联尼塔生态环境建设股份有限公司 | A kind of rehabilitating historic building support frame |
| CN108487660A (en) * | 2018-03-28 | 2018-09-04 | 五邑大学 | A kind of traditional residence blues brick wall righting method |
| CN110158984A (en) * | 2019-06-05 | 2019-08-23 | 合肥工业大学 | A kind of local-style dwelling houses with heat insulation remodeling method modelled after an antique |
| CN110158985A (en) * | 2019-06-05 | 2019-08-23 | 合肥工业大学 | A kind of remodeling method modelled after an antique retaining folk building structure |
| CN111972221A (en) * | 2020-08-26 | 2020-11-24 | 黑龙江省林业科学院伊春分院 | Big-arch shelter fossil fragments strutting arrangement is planted to fungus class |
| CN112696042A (en) * | 2020-12-11 | 2021-04-23 | 华南理工大学 | Repairing method for Hakka soil building structure |
| CN113006519A (en) * | 2021-03-25 | 2021-06-22 | 中铁建科江门人才岛投资有限公司 | Green brick wall body righting equipment and construction method thereof |
| CN116591499A (en) * | 2023-05-30 | 2023-08-15 | 河南商都古建工程有限公司 | Correction and repair device and method for deformed wall of historic building |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4083156A (en) * | 1977-04-14 | 1978-04-11 | Superior Concrete Accessories, Inc. | Apparatus for bracing a tilt-up wall panel |
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2007
- 2007-05-22 CN CNB2007100281096A patent/CN100485152C/en active Active
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101368447B (en) * | 2008-08-26 | 2010-04-14 | 江苏南通二建集团有限公司 | Old wall renovation and construction method |
| CN102060477B (en) * | 2009-11-18 | 2012-07-25 | 李最雄 | Pseudo-Yangshao concrete for repairing masonry relics |
| CN101922241A (en) * | 2010-08-13 | 2010-12-22 | 成都建筑工程集团总公司 | Method for repairing wood beam column of old building by embedded rib reinforcement |
| CN103850445B (en) * | 2014-03-12 | 2015-11-25 | 扬州大学 | The distortion reset reinforcement means of loft-style timber-framed building |
| CN103850445A (en) * | 2014-03-12 | 2014-06-11 | 扬州大学 | Reset reinforcing method for deformation of pavilion timer frame building |
| CN103993755A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Structure and method for reinforcing ancient residential building wall column connection |
| CN103993755B (en) * | 2014-05-20 | 2016-01-13 | 东南大学 | A kind of ruggedized construction and method strengthening the connection of ancient houses building wall column |
| CN103982051B (en) * | 2014-05-28 | 2016-01-20 | 扬州大学 | Resetting means is shored in the stretch-draw of ancient building askew sudden strain of a muscle timber frame |
| CN103982051A (en) * | 2014-05-28 | 2014-08-13 | 扬州大学 | Historic building slanting timber frame tensioning jacking resetting device |
| CN104074369A (en) * | 2014-07-15 | 2014-10-01 | 黄文铮 | Historic building clay sculpture protecting and repairing method |
| CN106088635A (en) * | 2016-08-19 | 2016-11-09 | 江苏聚业交通科学研究有限公司 | Artifact upright stone tablet building building is in the protection device of Under-cross tunnel blast working vibration |
| CN106223639B (en) * | 2016-08-29 | 2018-08-07 | 浙江鎏增古建园林工程有限公司 | A kind of support construction of pseudo-classic architecture |
| CN106223639A (en) * | 2016-08-29 | 2016-12-14 | 浙江鎏增古建园林工程有限公司 | A kind of supporting construction of building in the style of the ancients |
| CN106382016A (en) * | 2016-11-18 | 2017-02-08 | 李艳荣 | Integral reinforcing type construction process for complex structure of old building |
| CN106382016B (en) * | 2016-11-18 | 2019-03-01 | 青岛博海建设集团有限公司 | Ancient building labyrinth integral reinforcing construction technology |
| CN106968449A (en) * | 2017-03-02 | 2017-07-21 | 泛联尼塔生态环境建设股份有限公司 | A kind of rehabilitating historic building support frame |
| CN108487660A (en) * | 2018-03-28 | 2018-09-04 | 五邑大学 | A kind of traditional residence blues brick wall righting method |
| CN108487660B (en) * | 2018-03-28 | 2020-09-25 | 五邑大学 | Traditional residential green brick wall righting method |
| CN110158984A (en) * | 2019-06-05 | 2019-08-23 | 合肥工业大学 | A kind of local-style dwelling houses with heat insulation remodeling method modelled after an antique |
| CN110158985A (en) * | 2019-06-05 | 2019-08-23 | 合肥工业大学 | A kind of remodeling method modelled after an antique retaining folk building structure |
| CN111972221A (en) * | 2020-08-26 | 2020-11-24 | 黑龙江省林业科学院伊春分院 | Big-arch shelter fossil fragments strutting arrangement is planted to fungus class |
| CN112696042A (en) * | 2020-12-11 | 2021-04-23 | 华南理工大学 | Repairing method for Hakka soil building structure |
| CN113006519A (en) * | 2021-03-25 | 2021-06-22 | 中铁建科江门人才岛投资有限公司 | Green brick wall body righting equipment and construction method thereof |
| CN113006519B (en) * | 2021-03-25 | 2022-03-25 | 中铁建科江门人才岛投资有限公司 | Green brick wall body righting equipment and construction method thereof |
| CN116591499A (en) * | 2023-05-30 | 2023-08-15 | 河南商都古建工程有限公司 | Correction and repair device and method for deformed wall of historic building |
| CN116591499B (en) * | 2023-05-30 | 2023-10-31 | 河南商都古建工程有限公司 | Correction and repair device and method for deformed wall of historic building |
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| CN100485152C (en) | 2009-05-06 |
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Address after: Chancheng District of Guangdong city in Foshan province 528000 Pro Renlu No. 3 Co-patentee after: Huang Wenzheng Patentee after: Guangdong Liujian General Contracting Co., Ltd Co-patentee after: Wu Deshen Address before: Chancheng District of Guangdong city in Foshan province 528000 Pro Renlu No. 3 Co-patentee before: Huang Wenzheng Patentee before: FOSHAN ENGINEERING CONTRACT GE Co-patentee before: Wu Deshen |
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