CN101054857A - Rectification method for ancient architecture deformed wall - Google Patents
Rectification method for ancient architecture deformed wall Download PDFInfo
- Publication number
- CN101054857A CN101054857A CN 200710028111 CN200710028111A CN101054857A CN 101054857 A CN101054857 A CN 101054857A CN 200710028111 CN200710028111 CN 200710028111 CN 200710028111 A CN200710028111 A CN 200710028111A CN 101054857 A CN101054857 A CN 101054857A
- Authority
- CN
- China
- Prior art keywords
- wall
- rigidity
- hound
- wall body
- row
- 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
Images
Landscapes
- Finishing Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a correction method of ancient architectural deforming wall body, in correction process the method will not damage to the wall body decoration. The steps of correcting deforming wall body are that: pedestals are arranged at two side of inclined and/or cupped wall body; at first an array of vertical spacing supports are built in extroversion inside of the wall body and/or evagination inside of the wall body to establish the vertical reference surface of the wall body; an array of correction supports are built in extroversion inside of the wall body and/or evagination inside of the wall body to correct 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 supports, correction supports and pedestals are dismantled. The method 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 antidote of ancient architecture deformed 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 weak point, and can not cause the antidote of the ancient architecture deformed wall of damage wall body decoration.
Technical solution proposed by the invention is such: a kind of antidote of ancient architecture deformed wall, and the step of described rectification deformed wall is: set up bearing 1 in the body of wall both sides that tilt and/or cave in; At first in body of wall flare inboard and/or body of wall evagination inboard set up the vertical limiting bracket of a row, in order to establish the vertical reference face of body of wall; Outside body of wall flare face and/or body of wall convex surface set up one row correction bracket this body of wall is corrected; The wall body slit place is inserted little Pig Iron Scrap to be forced tight and the grouting mortar processing; Dismantle vertical limiting bracket, correction bracket and bearing 1 at last.
The vertical limiting 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 limiting 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 be pressed on corresponding dull and stereotyped 3 by rigid rod 7, there is the horizontal rigid rod 4 of rigidity hound 5 usefulness at identical inclination angle to connect with horizontal plane.Described row's correction bracket is by row's rigidity montant 8, dull and stereotyped 9, horizontal stiffness bar 4 ', a rigidity hound 10 and an ejection device 11 are formed, one row's rigidity montant 8 is close to the body of wall of flare, some flat boards 9 are set between rigidity montant 8 and the body of wall, rigidity montant 8 is provided with horizontal stiffness bar 4 ' and interconnect from top to bottom at a certain distance, each correction bracket is provided with the rigidity hound 10 that 1-3 bar and horizontal plane have different angle, every rigidity hound 10 1 ends are installed on the bearing 1, its other end is equipped with an ejection device 11, and be pressed on corresponding dull and stereotyped 9 by rigid rod 12, with horizontal plane the horizontal rigid rod 4 of the rigidity hound 10 usefulness ' connection at identical inclination angle is arranged, by regulating an ejection device 11, deformed wall is corrected back original position.Described ejection device 6,11 adopts the fine setting screw rod, and this fine setting screw rod is made up of fine-tuning nut 6-1,11-1 and screw rod 6-2,11-2.When rigidity hound 5,10 upper ends directly contacted with corresponding flat board 3,9, an ejection device 6,11 that is provided with between its bottom and the bearing 1 adopted jack.The material of bearing 1 can adopt plain concrete or steel concrete or timber or metal material.Described rigidity montant 2,8, horizontal stiffness bar 4,4 ', the material of rigidity hound 5,10 can adopt metal material or timber.
Compared with prior art, the present invention has following remarkable result:
The present invention is a kind of antidote of ancient architecture deformed wall, be primarily aimed at ancient architecture wall simultaneously large tracts of land occur outward-dipping or slope inwardly, when evagination or convex, it carried out integral correction.The vertical limiting bracket of one row is built the outside or evagination body of wall inboard or the convex wall outer side at the inboard or body of wall that slopes inwardly of outward-dipping body of wall, Dui Ying body of wall opposite side is just built the correction bracket that a row is close to its body of wall with it, ejection device 6 on the vertical limiting bracket and dull and stereotyped 3 is used to set up the vertical reference face of body of wall, and original position just can be corrected back with body of wall in an ejection device 11 and dull and stereotyped 9 positions regulated on the correction bracket.As seen, body of wall antidote of the present invention practicality simple to operate, with low cost, duration weak point can not cause damage to wall body decoration in correcting process, be applicable to the particularly rectification reparation of historical relic ancient architecture deformed wall of ancient architecture deformed wall.
Description of drawings
Fig. 1 is that the ancient architecture deformed wall of one embodiment of the invention is corrected the construction schematic diagram.
Fig. 2 is an A shown in Figure 1 place enlarged drawing.
The specific embodiment
By following embodiment the present invention is further elaborated.
With the outside canting of body of wall is example, referring to Fig. 1, shown in Figure 2, set up bearing 1 in outward-dipping body of wall both sides, build the vertical limiting bracket of a row earlier in the inboard of flare body of wall, build the vertical reference face that row's montant 2 is set up body of wall with steel pipe, fix some planks 3 on montant 2, steel pipe montant 2 is provided with horizontal steel tube 4 from top to bottom at a certain distance and interconnects, all steel pipes and the clasp fastening of steel pipe junction.Each vertical limiting bracket is provided with 3 has the diagonal brace steel pipe 5 of different angle with horizontal plane, the one end is installed on the bearing 1, its other end and the fine-tuning nut 6-1 expansion bearing of finely tuning screw rod 6, screw rod 6-2 is pressed in respectively by wooden a tree, used in making timber for boats 7 on the flat board 3 of differing heights, regulates the vertical reference face that fine-tuning nut 6-1 just can set up body of wall.There are some the horizontal steel tubes of every row's diagonal brace steel pipe 5 usefulness 4 at identical inclination angle to connect with horizontal plane, with the rigidity of reinforced support.Build row's correction bracket at the body of wall opposite side, build row's montant 8 with steel pipe and be close to outward-dipping wall outer side, some planks 9 are set between steel pipe montant 8 and the body of wall, steel pipe montant 8 is provided with horizontal steel tube 4 ' and interconnect all steel pipes and the clasp fastening of steel pipe junction from top to bottom at a certain distance.Each correction bracket is provided with 3 has the diagonal brace steel pipe 10 of different angle with horizontal plane, the one end is installed on the bearing 1, its other end and the fine-tuning nut 11-1 expansion bearing of finely tuning screw rod 11, screw rod 11-2 is pressed on the flat board 9 of differing heights respectively by wooden a tree, used in making timber for boats 12, with horizontal plane some horizontal steel tubes of the every row's diagonal brace steel pipe 10 usefulness 4 ' connection at identical inclination angle is arranged, by regulating fine-tuning nut 11-1, body of wall is corrected back original position.Copy above-mentioned principle, the place sets up correction bracket at the body of wall evagination, and recess is set up vertical limiting bracket in body of wall, and the depression body of wall is repaired.After body of wall resets little Pig Iron Scrap is squeezed in the body of wall slit and forced tightly, and select several positions to pick away fragment of brick and carry out the grouting mortar processing, dismantle all supports at last.
Claims (7)
1, a kind of antidote of ancient architecture deformed wall is characterized in that: the step of described rectification deformed wall is: set up bearing (1) in the body of wall both sides that tilt and/or cave in; At first in body of wall flare inboard and/or body of wall evagination inboard set up the vertical limiting bracket of a row, in order to establish the vertical reference face of body of wall; Outside body of wall flare face and/or body of wall convex surface set up one row correction bracket this body of wall is corrected; The wall body slit place is inserted little Pig Iron Scrap to be forced tight and the grouting mortar processing; Dismantle vertical limiting bracket, correction bracket and bearing (1) at last.
2, the antidote of ancient architecture deformed wall according to claim 1, it is characterized in that: the vertical limiting 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 limiting 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 be pressed on the corresponding flat board (3) by rigid rod (7), there is the rigidity hound (5) at identical inclination angle to connect with horizontal plane with horizontal rigid rod (4).
3, the antidote of ancient architecture deformed wall according to claim 1, it is characterized in that: described row's correction bracket is by row's rigidity montant (8), dull and stereotyped (9), horizontal stiffness bar (4 '), a rigidity hound (10) and an ejection device (11) are formed, one row's rigidity montant (8) is close to the body of wall of flare, some flat boards (9) are set between rigidity montant (8) and the body of wall, rigidity montant (8) is provided with horizontal stiffness bar (4 ') from top to bottom at a certain distance and interconnects, each correction bracket is provided with the rigidity hound (10) that 1-3 bar and horizontal plane have different angle, every rigidity hound (10) one ends are installed on the bearing (1), its other end is equipped with an ejection device (11), and be pressed on the corresponding flat board (9) by rigid rod (12), there is the rigidity hound (10) at identical inclination angle to connect with horizontal plane with horizontal rigid rod (4 '), by regulating an ejection device (11), deformed wall is corrected back original position.
4, according to the antidote of claim 2 or 3 described ancient architecture deformed walls, it is characterized in that: described ejection device (6,11) adopts the fine setting screw rod, and this fine setting screw rod is made up of fine-tuning nut (6-1,11-1) and screw rod (6-2,11-2).
5, according to the antidote of claim 2 or 3 described ancient architecture deformed walls, it is characterized in that: directly with accordingly flat board (3,9) is when contacting when rigidity hound (5,10) upper end, and an ejection device (6,11) that is provided with between its bottom and the bearing (1) adopts jack.
6, the antidote of ancient architecture deformed wall according to claim 1 is characterized in that: the material of bearing (1) can adopt plain concrete or steel concrete or timber or metal material.
7, according to the antidote of claim 2 or 3 described ancient architecture deformed walls, it is characterized in that: the material of described rigidity montant (2,8), horizontal stiffness bar (4,4 '), rigidity hound (5,10) can adopt metal material or timber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100281113A CN100480483C (en) | 2007-05-22 | 2007-05-22 | Rectification method for ancient architecture deformed wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100281113A CN100480483C (en) | 2007-05-22 | 2007-05-22 | Rectification method for ancient architecture deformed wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101054857A true CN101054857A (en) | 2007-10-17 |
| CN100480483C CN100480483C (en) | 2009-04-22 |
Family
ID=38794883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100281113A Active CN100480483C (en) | 2007-05-22 | 2007-05-22 | Rectification method for ancient architecture deformed wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100480483C (en) |
Cited By (12)
| 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 |
| CN103850445A (en) * | 2014-03-12 | 2014-06-11 | 扬州大学 | Reset reinforcing method for deformation of pavilion timer frame building |
| CN104215196A (en) * | 2014-09-30 | 2014-12-17 | 福州大学 | Long-term monitoring and pre-warning method applicable to deformation of historic building structure |
| CN107893546A (en) * | 2017-11-24 | 2018-04-10 | 武汉冶建筑安装工程有限责任公司 | Ancient architecture wall righting method and system |
| CN108487660A (en) * | 2018-03-28 | 2018-09-04 | 五邑大学 | A kind of traditional residence blues brick wall righting method |
| CN109025348A (en) * | 2018-07-23 | 2018-12-18 | 绿山高科建设科技有限公司 | A kind of foundation construction object correcting and then reinforcing mechanism |
| CN110887629A (en) * | 2019-12-27 | 2020-03-17 | 徐磊 | Column cap connecting and fixing device for historic building wood node anti-seismic test |
| CN112411641A (en) * | 2020-11-18 | 2021-02-26 | 深圳金煌建设工程有限公司 | Post-disaster house deviation rectifying device and method |
| CN112443172A (en) * | 2020-11-11 | 2021-03-05 | 上海建为历保科技股份有限公司 | Reinforced structure is used in ancient building rammed earth wall construction |
| CN112696042A (en) * | 2020-12-11 | 2021-04-23 | 华南理工大学 | Repairing method for Hakka soil building structure |
| 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 |
-
2007
- 2007-05-22 CN CNB2007100281113A patent/CN100480483C/en active Active
Cited By (17)
| 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 |
| 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 |
| CN104215196A (en) * | 2014-09-30 | 2014-12-17 | 福州大学 | Long-term monitoring and pre-warning method applicable to deformation of historic building structure |
| CN104215196B (en) * | 2014-09-30 | 2016-10-05 | 福州大学 | It is applicable to the monitoring and pre-alarming method of historic building structure deformation |
| CN107893546A (en) * | 2017-11-24 | 2018-04-10 | 武汉冶建筑安装工程有限责任公司 | Ancient architecture wall righting method and system |
| CN108487660B (en) * | 2018-03-28 | 2020-09-25 | 五邑大学 | Traditional residential green brick wall righting method |
| CN108487660A (en) * | 2018-03-28 | 2018-09-04 | 五邑大学 | A kind of traditional residence blues brick wall righting method |
| CN109025348A (en) * | 2018-07-23 | 2018-12-18 | 绿山高科建设科技有限公司 | A kind of foundation construction object correcting and then reinforcing mechanism |
| CN109025348B (en) * | 2018-07-23 | 2020-07-03 | 广东博智林机器人有限公司 | Foundation building strengthening mechanism that rectifies |
| CN110887629A (en) * | 2019-12-27 | 2020-03-17 | 徐磊 | Column cap connecting and fixing device for historic building wood node anti-seismic test |
| CN112443172A (en) * | 2020-11-11 | 2021-03-05 | 上海建为历保科技股份有限公司 | Reinforced structure is used in ancient building rammed earth wall construction |
| CN112411641A (en) * | 2020-11-18 | 2021-02-26 | 深圳金煌建设工程有限公司 | Post-disaster house deviation rectifying device and method |
| CN112696042A (en) * | 2020-12-11 | 2021-04-23 | 华南理工大学 | Repairing method for Hakka soil building structure |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100480483C (en) | 2009-04-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100480483C (en) | Rectification method for ancient architecture deformed wall | |
| CN100485152C (en) | Rehabilitation method for ancient architecture wall | |
| CN105971273A (en) | Arc-shaped cast-in-place concrete beam based on set-shaped and quick-disassembling aluminum formworks and construction method | |
| CN104153555A (en) | Detachable overhung steel beam pre-buried fixing device with horizontal fixing assembly | |
| CN104652236A (en) | Combined type channel steel support template rod system and construction method thereof | |
| CN104818844A (en) | Normalized support system and construction method of weather-proof PVC (polyvinyl chloride) composite plastic template | |
| CN206458091U (en) | A kind of constructional form fixing apparatus | |
| CN204455779U (en) | Combined type channel-section steel formwork leverage | |
| CN214834784U (en) | Cast-in-place stair template reinforcing apparatus that marks time with adjustable | |
| CN203716484U (en) | Plastic-steel composite building engineering template | |
| CN203514799U (en) | Back arris clamp for combined aluminum formwork | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN204645608U (en) | Weather-proof PVC composite plastic template normalization support system | |
| CN201106284Y (en) | Stair step combined template | |
| CN211312114U (en) | Found along stone concrete back and integrative casting die of sleeper beam | |
| CN208844917U (en) | The hardened structure form bracing system of cast-in-situ concrete beam | |
| CN204402011U (en) | A kind of segmented keel for supporting | |
| CN202148494U (en) | Formwork support for bridge | |
| CN206139685U (en) | Curved system frock of railing steel pipe | |
| CN209443710U (en) | A kind of quick-assembling arrangement of reinforcement cast-in-place concrete floor construction device | |
| CN104533076B (en) | A kind of segmented keel for supporting | |
| CN201417914Y (en) | Wire box fixing clip | |
| CN100334312C (en) | Detachable building form component unit and construction method of building form frame | |
| CN218894394U (en) | Slope surface template device | |
| CN105586830A (en) | Bridge template support |
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 | ||
| CP01 | Change in the name or title of a patent holder |
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 |
|
| CP01 | Change in the name or title of a patent holder |