CN102383617B - Temporary reinforcement method of ancient building and device - Google Patents
Temporary reinforcement method of ancient building and device Download PDFInfo
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- CN102383617B CN102383617B CN201010273398.8A CN201010273398A CN102383617B CN 102383617 B CN102383617 B CN 102383617B CN 201010273398 A CN201010273398 A CN 201010273398A CN 102383617 B CN102383617 B CN 102383617B
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Abstract
The invention discloses a temporary reinforcement method of an ancient building. The temporary reinforcement method comprises the following steps: scaffolds are respectively erected at the inner side and the outer side of a wall body according to the direction of the axis of the wall of the ancient building, and are tightly attached with the wall body; protecting pads are padded between the scaffolds and the wall body; and a plurality of full-length steel pipes are adopted for respectively penetrating through door holes and window holes on the wall body, and are fixed with the scaffolds at the inner sides and the outer sides of the wall body in the same horizontal plane by fasteners. The invention also discloses a temporary reinforcement device of the ancient building. In the invention, the scaffolds are used for internal and external reinforcement of the ancient building, so that not only can the reinforcement effect be guaranteed, but also the damage to the ancient building can be avoided, and the original appearance of the ancient building is protected to the maximum in the displacement, jacking or repairing engineering.
Description
Technical field
The present invention relates to the reinforcing technique of ancient building, more particularly, relate to a kind of temporary reinforcement method and device of ancient building.
Background technology
In the displacement and jacking engineering of ancient building, of the remote past due to ancient building, its structural strength and resistance to overturning are more much lower than new building, so, before displacement and jack-up construction, must take reinforcing temporarily or permanently to ancient building, thereby avoid it impaired.At present, the temporary reinforcement method using in the displacement of ancient building and jacking engineering, generally adopts steel work to wrap the body of wall of ancient building, and is directly penetrated its body of wall and then socketed the mode of steel work by reinforcing bar.Therefore, adopt this type of temporary reinforcement method, steel work use amount is larger, and the reinforcing bar major part the socketing company of wearing that need to hole on body of wall, can cause certain destruction to the outer facade of ancient building and wall body structure, is unfavorable for protection and the repairerment of ancient building.
Therefore, in the urgent need to a kind of new reinforcement means and device, can reduce or avoid the destruction to ancient building, keep the original appearance of ancient building, thereby meet the demand of ancient building displacement and jacking engineering.
Summary of the invention
For the above-mentioned shortcoming existing in prior art, the object of this invention is to provide a kind of temporary reinforcement method and device of ancient building, in order to ancient building is reinforced temporarily, and reduce the destruction to it.
For achieving the above object, the present invention adopts following technical scheme:
The concrete steps that the temporary reinforcement method of this ancient building comprises are as follows:
A. according to the wall axis trend of ancient building, set up respectively scaffold in the inside and outside both sides of body of wall, and be close to mutually with body of wall;
B. between scaffold and body of wall, pad the protection pad of setting up defences;
C. adopt several elongated steel pipes respectively through door opening and window opening on body of wall, and fix by fastener with the scaffold of the inside and outside both sides of body of wall in same level.
In steps A, set up respectively two vertical setting of types scaffolds from bottom to top in the inside and outside both sides of body of wall, and make to be close to mutually by protective pad and body of wall by row's scaffold of body of wall.
The support holder structure for carrying ancient building load is set up and be fixed in the bottom of whole scaffold.
Horizontal, the longitudinal and vertical spacing of the scaffold of setting up is set to 1～1.2 meter.
On row's scaffold, the bridging in order to reinforce is also set outside.
The fragile position that this reinforcement means is also included in indivedual bodies of wall of ancient building adds the step of steel pipe support.
This bracing means comprises:
Scaffold, moves towards, sets up from bottom to top in the inside and outside both sides of body of wall respectively according to the wall axis of ancient building, and be close to mutually with body of wall;
Elongated steel pipe, the door opening from body of wall and window opening pass respectively, and fix by fastener with the scaffold of the inside and outside both sides of body of wall in same level;
Neonychium, pad is located at the position of being close to of scaffold and ancient building;
Described bracing means also comprises steel pipe support, adds the fragile position of indivedual bodies of wall of being located at ancient building.
It is two vertical setting of types that the scaffold of the described inside and outside both sides of body of wall is all set up, and is close to mutually by protective pad and body of wall by row's scaffold of body of wall.
The support holder structure for carrying ancient building load is set up and be fixed in the bottom of described whole scaffold.
In technique scheme, the temporary reinforcement method of ancient building of the present invention is the wall axis trend according to ancient building, sets up respectively scaffold, and be close to mutually with body of wall in the inside and outside both sides of body of wall; Between scaffold and body of wall, pad the protection pad of setting up defences; Adopt several elongated steel pipes respectively through door opening and window opening on body of wall, and fix by fastener with the scaffold of the inside and outside both sides of body of wall in same level.Bracing means of the present invention comprises the scaffold of setting up, elongated steel pipe, neonychium and steel pipe support.By above-mentioned scaffold, ancient building is carried out to interior external reinforcement, thereby not only can ensure consolidation effect, but also can avoid the broken words to ancient building, in displacement, jacking or renovation project, protected to greatest extent the original appearance of ancient building.
Brief description of the drawings
Fig. 1 is the flow chart of the temporary reinforcement method of ancient building of the present invention;
Fig. 2 is the structure top view of the temporary reinforcing device of ancient building of the present invention.
Detailed description of the invention
Further illustrate technical scheme of the present invention below in conjunction with drawings and Examples.
Shown in Fig. 1, Fig. 2, the temporary reinforcement method of ancient building of the present invention comprises the following steps:
A. according to the wall axis trend of ancient building, set up respectively scaffold 11 in the inside and outside both sides of body of wall 1, and be close to mutually with body of wall 1;
B. between scaffold 11 and body of wall 1, pad the protection pad 12 of setting up defences;
C. adopt several elongated steel pipes 13 respectively through door opening and window opening 2 on body of wall 1, and fix by fastener with the scaffold 11 of the body of wall 1 inside and outside both sides in same level.
Wherein, in steps A, by setting up respectively two vertical setting of types scaffolds 11 from bottom to top in the inside and outside both sides of body of wall 1, and make to be close to mutually by protective pad 12 and body of wall 1 by row's scaffold 11 of body of wall 1, and horizontal, longitudinal spacing of the scaffold of setting up 11 (i.e. distance h between the scaffold 11 of all corresponding two vertical setting of types) and vertical spacing (being floor height) are all set to 1～1.2 meter.On row's scaffold 11, bridging is also set in order to reinforce outside, plays longitudinally stable effect.Bridging in order to reinforce can be set on the exterior scaffold 11 of body of wall 1 every side.It should be noted that at this, above-mentioned scaffold 11 can adopt general steel pipe scaffold 11, and so cost is lower; If ancient building needs better stronger reinforcing, also can adopt alternative, the flexible use of other similar steel work (as angle steel, channel-section steel).The protective pad 12 adopting in step B can be plank or rubber, plastic foam plate, in order to prevent that the steel pipe of scaffold 11 from damaging the inside and outside facade of body of wall 1.In step C, without to body of wall 1 Durchgangshohle, but utilize door opening and the window opening of body of wall 1 itself, utilize elongated steel pipe 13 through door opening and window opening, scaffold relative same level 11 is connected in aggregates, can reduce to greatest extent the destruction to ancient building.
This reinforcement means can also be according to different ancient building self-conditions; fragile position at indivedual bodies of wall 1 of ancient building adds steel pipe support (not shown); be fixed on medial and lateral scaffold 11 by fastener, and be close to metope with protection body of wall 1 perpendicular to wall face supporting body of wall 1 or side.Because this steel pipe support can increase voluntarily according to various situations, and be all fixed on and on interior external scaffolding, form an overall structure by fastener, thereby can play better reinforcing and protective effect to ancient building.
In order to reach better consolidation effect to ancient building in the displacement of ancient building or jacking engineering; the support holder structure for carrying ancient building load can be set up and be fixed in the bottom of whole scaffold 11; from making scaffold 11 be shifted together with ancient building or jacking; thereby realize in displacement or jack-up construction, from start to finish ancient building is carried out the reinforcement protection of globality.
Consult shown in Fig. 2, the temporary reinforcing device of ancient building of the present invention comprises again:
Scaffold 11, moves towards, sets up from bottom to top in the inside and outside both sides of body of wall 1 respectively according to the wall axis of ancient building, and be close to mutually with body of wall 1;
Elongated steel pipe 13, the door opening from body of wall 1 and window opening pass respectively, and are welded and fixed with the scaffold 11 of the body of wall 1 inside and outside both sides in same level;
Neonychium, pad is located at the position of being close to of scaffold 11 and ancient building;
Steel pipe support, adds the fragile position of indivedual bodies of wall 1 of being located at ancient building.
It is two vertical setting of types that the scaffold 11 of above-mentioned body of wall 1 inside and outside both sides is all set up, and is close to mutually by protective pad 12 and body of wall 1 by row's scaffold 11 of body of wall 1.And the support holder structure for carrying ancient building load can be set up and be fixed in the bottom of whole scaffold 11.
Adopt this temporary reinforcement method and device, can form an overall frame construction, from multiple orientation such as inside and outside, upper and lower and keypoint parts, ancient building is reinforced, entirety or local interim reinforcing while being applicable to the displacement of ancient building or jacking engineering.Reinforcing when certain repairerment construction that is equally also applicable to ancient building, not only can play effectively interim reinforcing and protective effect, and the effect that also can serve as universal scaffold 11 in the time of repairerment, kills two birds with one stone.
Those of ordinary skill in the art will be appreciated that, above embodiment is only for the present invention is described, and be not used as limitation of the invention, as long as within the scope of connotation of the present invention, variation, modification to the above embodiment all will drop within the scope of claims of the present invention.
Claims (6)
1. a temporary reinforcement method for ancient building, is characterized in that,
The concrete steps that this reinforcement means comprises are as follows:
A. according to the wall axis trend of ancient building, set up respectively scaffold in the inside and outside both sides of body of wall, and be close to mutually with body of wall;
B. between scaffold and body of wall, pad the protection pad of setting up defences;
C. adopt several elongated steel pipes respectively through door opening and window opening on body of wall, and fix by fastener with the scaffold of the inside and outside both sides of body of wall in same level.
2. the temporary reinforcement method of ancient building as claimed in claim 1, is characterized in that:
In steps A, set up respectively two vertical setting of types scaffolds from bottom to top in the inside and outside both sides of body of wall, and make to be close to mutually by protective pad and body of wall by row's scaffold of body of wall.
3. the temporary reinforcement method of ancient building as claimed in claim 1, is characterized in that,
The support holder structure for carrying ancient building load is set up and be fixed in the bottom of whole scaffold.
4. the temporary reinforcement method of ancient building as claimed in claim 1, is characterized in that:
Horizontal, the longitudinal and vertical spacing of the scaffold of setting up is set to 1～1.2 meter.
5. the temporary reinforcement method of ancient building as claimed in claim 2, is characterized in that:
On row's scaffold, the bridging in order to reinforce is also set outside.
6. the temporary reinforcement method of ancient building as claimed in claim 1, is characterized in that:
The fragile position that this reinforcement means is also included in indivedual bodies of wall of ancient building adds the step of steel pipe support.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201010273398.8A CN102383617B (en) | 2010-09-03 | 2010-09-03 | Temporary reinforcement method of ancient building and device |
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| CN201010273398.8A CN102383617B (en) | 2010-09-03 | 2010-09-03 | Temporary reinforcement method of ancient building and device |
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| CN102383617A CN102383617A (en) | 2012-03-21 |
| CN102383617B true CN102383617B (en) | 2014-07-16 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104278845A (en) * | 2014-05-26 | 2015-01-14 | 厦门建利设计装修有限公司 | Method for replacing load-bearing wood window of historic building |
| CN105604343B (en) * | 2016-01-29 | 2017-10-20 | 浙江水利水电学院 | A kind of integral wall reinforcement and repair construction method applied to ancient building |
| CN107869256A (en) * | 2017-11-24 | 2018-04-03 | 武汉冶建筑安装工程有限责任公司 | Wooden formula ancient building roofing repairs construction method and system |
| 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 |
| CN108560939A (en) * | 2018-04-10 | 2018-09-21 | 李嘉炜 | A kind of construction fastening support for wall surface |
| CN110318559B (en) * | 2019-07-29 | 2024-03-19 | 江苏东南特种技术工程有限公司 | Rescue reinforcement device and method for cultural relics and buildings |
| CN112610012A (en) * | 2020-11-05 | 2021-04-06 | 中国建筑第八工程局有限公司 | Temporary reinforcement system for historical building and construction method thereof |
| CN113338654A (en) * | 2021-06-09 | 2021-09-03 | 广州市鲁班建筑科技集团股份有限公司 | Structure for reinforcing ancient tomb room and construction method thereof |
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| JP3658594B2 (en) * | 1995-06-21 | 2005-06-08 | 株式会社アイジー技術研究所 | Exterior wall repair structure |
| CN1263190A (en) * | 1999-06-14 | 2000-08-16 | 樊志 | Steel structure building method for renovation of old buildings |
| CN201133088Y (en) * | 2007-02-01 | 2008-10-15 | 李延和 | External prestressing force structure for lining structure house reinforcement |
| CN201554236U (en) * | 2009-11-05 | 2010-08-18 | 上海市第一建筑有限公司 | Retained exterior wall strengthening device |
| CN201809990U (en) * | 2010-09-03 | 2011-04-27 | 上海天演建筑物移位工程有限公司 | Temporary reinforcing device of ancient building |
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