CN105604343A - Construction method for reinforcing and repairing integral wall of ancient architecture - Google Patents
Construction method for reinforcing and repairing integral wall of ancient architecture Download PDFInfo
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- CN105604343A CN105604343A CN201610064153.1A CN201610064153A CN105604343A CN 105604343 A CN105604343 A CN 105604343A CN 201610064153 A CN201610064153 A CN 201610064153A CN 105604343 A CN105604343 A CN 105604343A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls
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- Chemical Kinetics & Catalysis (AREA)
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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a construction method for reinforcing and repairing an integral wall of ancient architecture. The construction method comprises the steps of site survey and work preparation, wall foundation reinforcement, wall surface treatment, wall reinforcement and wall maintenance. The construction method is simple and easy to implement, scientific and convenient, and has the advantages of fast construction progress, low construction cost, high working efficiency and wide application range. According to the principle of 'repairing the old as the old', the cultural relic value of ancient architectural elements is kept, only damaged parts are repaired and reinforced, and the whole wall does not need to be replaced. The ancient architecture wall is priceless in cultural relic value. By using the method, original parts can be kept when the ancient architecture wall is damaged and loses bearing capacity, and a bearing function is recovered; the method conforms to the principle of 'repairing the old as the old', and is of great significance to the protection of the national cultural relics.
Description
Technical field
The present invention relates to a kind of integral wall that is applied to ancient building and reinforce method for repairing and constructing.
Background technology
Existing ancient architecture deformed wall recovery technique, be when its body of wall simultaneously large area occur inclination, askew sudden strain of a muscle,When the situation of distortion, blow-up, be all generally to remove body of wall numbering heavily to build. Because ancient architecture wall often has brickCarving, colour painting and ash such as mould at the decoration, add that body of wall itself also belongs to object of protection, therefore ancient building are removed to wallBody weight is built, and will inevitably damage its historical value, scientific value and artistic value, and labour intensity is large, workPhase is long, and this is the existing main weak point of existing ancient architecture deformed wall recovery technique.
Summary of the invention
The object of the present invention is to provide a kind of integral wall that is applied to ancient building to reinforce method for repairing and constructing,This construction method is simple and easy to realize, and science facility, to save cost of labor, operating efficiency high, applied widely.
For technical solution problem, adopt following technical scheme:
The integral wall that is applied to ancient building is reinforced a method for repairing and constructing, it is characterized in that comprising following stepRapid:
A, site inspection and Job readiness: first characteristics of the times, the structure of staff to heritage buildings body of wallFeature, structural feature and incomplete degree are reconnoitred; Then draw this heritage buildings body of wall incomplete situation andThe mapping drawing of size, photo, necessary explanatory note data, and complete the report of relevant prospecting results;Finally carry out personnel assignment, will reinforce the required equipment of reparation body of wall and transport of materials to on-the-spot;
B, body of wall strengthening of foundation:
The body of wall basis that the first step, reinforcing are sunk: reject the fragment of brick on body of wall basis, and by this section of body of wall basisCarry out suitable digging deeply, controlling and digging deep degree is 50～80cm, digging in dark body of wall basis, makes oneWith the steel reinforcement cage that digs dark body of wall basis and match, and insert suitable rubble, build with mixed earth,Form mixed earth basis; On mixed earth basis, fill up fragment of brick, make it to be connected in the wall block on top;
Second step, integral reinforcing body of wall basis;
C, metope processing:
The first step, reinforce lax metope;
Second step, cleaning metope;
The 3rd step, construction reinforced bar concrete layer: first squeeze into draw point in the slurry seam junction of roughened surface, then by steelMuscle net sheet is fixedly installed on roughened surface by draw point, and on reinforced mesh, sprays a layer concrete, obtainsReinforced steel concrete layer on metope;
The 4th step, the imitative glaze wall bed of material of construction: first with silicone oil brushing reinforced concrete floor, then with blowtorch to metopeCarry out roasting, then make the imitative glaze wall material identical with former metope color, and will imitate glaze wall material and be brushed to metopeUpper, form the imitative glaze wall bed of material, finally roasting is carried out to blowtorch in the surface of the imitative glaze wall bed of material, and use alumina silicateBlanket formula felt carries out covering and heat insulating;
D, wall reinforcement:
The first step, exterior wall are reinforced: be first fixedly installed a steel structure beam at the top of a wall face,Metope is all exposed at the two ends of steel structure beam, and the length of exposing metope is controlled at 50～80cm, and at steel constructionThe each movable cuff of installing in two ends of crossbeam; Then in a relative side of wall face, two holders are set,This holder and cuff match; A flexible cable wire is finally set between cuff and holder, by bothConnect, thereby complete the reinforcing of this piece wall face; The reinforcing mode of finally pressing, completes outside other threeThe reinforcing of metope;
Second step, inner wall are reinforced: first fix 4 sizes one at inner close 4 corners of heritage buildings placeThe column of sample, and between every root post and each corner, be at least fixed with 2 and be connected cushion block; Then existConnect on cushion block steel wire installing hole be set, establish a steel wire by steel wire installing hole on interior metope upper berth,Metope steel wire protective layer in forming; Then at the top of 4 root posts, arrange and be parallel to the right of body of wall respectivelyWear installing hole, between column, level is mounted to a rare intercolumniation strenthening member, intercolumniation strenthening member between twoOne end penetrate on a root post to wearing installing hole, and the end of intercolumniation strenthening member is fixedly connected on to interior wallOn face, the other end of intercolumniation strenthening member penetrate on another root post to wearing installing hole, and intercolumniation is reinforcedThe end of member is fixedly connected on interior metope, and intercolumniation strenthening member and column are connected and fixed by articulated elements,Intercolumniation strenthening member and column are connected and fixed by ground tackle;
E, body of wall maintenance; The metope of constructing is carried out to entirety maintenance, complete the part of not repairing.
Further, in step (b) second step, the detailed process on integral reinforcing body of wall basis: adopt segmentationForm of construction work, body of wall is divided into body of wall strengthening of foundation construction section, the distance of body of wall strengthening of foundation construction sectionControl is 2～2.5m, by personnel assignment, every section of construction section is progressively constructed, until complete all body of wall basesReinforcing.
Further, in step (c) first step, the detailed process of reinforcing lax metope: first use mallet byStep is rapped body of wall, lax brick is taken out, and insert suitable fragment of brick, repairs and destroys serious metope.
Further, in step (c) second step, the detailed process of cleaning metope: first will expose nexine fragment of brickThe top layer dabbing of body of wall, obtain the roughened surface of body of wall.
Further, in step (c) the 3rd step, reinforced mesh is fixedly installed in the concrete grammar on roughened surface:In reinforced mesh and draw point junction, adopt the mode of spot welding, reinforced mesh is fixedly installed in to cutter wellOn hair side.
Further, in step (c) the 3rd step, the thickness >=3cm of reinforced concrete floor.
Further, in step (c) the 4th step, the thickness >=2.5cm of the imitative glaze wall bed of material.
Further, in step (c) the 4th step, imitative glaze wall material composition comprises borax, lead oxide, titanium dioxideSi powder, titanium dioxide, sodium phosphate and ammonium persulfate.
Further, in step (d) first step, holder is an angle steel, and lower margin is passed through in the bottom of angle steelBolt is fixed on bottom surface it, connects flexible cable wire above by connecting hoop.
Further, in step (d) second step, column adopts the hollow steel pipe that diameter is 16cm, connectsCushion block adopts block rubber, and intercolumniation strenthening member adopts the steel pipe that eliminates stress that diameter is 5cm.
Owing to adopting technical scheme, there is following beneficial effect:
The present invention is that a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, this construction method letterSingle easily realize, science facility, construction speed is fast, construction cost is low, operating efficiency is high, applied widely.Concrete tool has the following advantages:
The first point: the present invention is according to the principle of " restoring the old as the old ", and the historical relic that retains ancient building member is worth,Only, to impaired part repairing and reinforcement, need not change whole body of wall. Ancient architecture wall is priceless because its historical relic is worth, use this method in the time of its bearing capacity of the impaired forfeiture of ancient architecture wall, to retain original part, recover itBearing function, meets the principle of " restoring the old as the old ", and the protection of national historical relic is significant.
Second point: add reinforced concrete floor by roughened surface top layer, effectively by fragment of brick less intensity withThe reinforced mesh that intensity is higher links together, and makes thus whole body of wall form an entirety, has increased brickThe cohesive force of piece and reinforced mesh, compared with traditional brick structure, bulk strength significantly promotes.
Thirdly: by brushing the imitative glaze wall bed of material, make surface of wall smooth smooth, cohesive force significantly improves,And make body of wall there is the advantages such as water-fast, acid and alkali-resistance, resistance of rainwater washing against, anti-pollution.
The 4th point: exterior wall of the present invention is reinforced and adopted flexible cable wire to add the fixed form of steel structure beam, passes throughSteel structure beam is fixed on to the top of body of wall, two ends are drawn respectively and are established a flexible cable wire, flexible cable wire anotherOn the fixing bottom surface with body of wall opposite side, one end, have like this Stability Analysis of Structures, easy for installation, reset controlledGood advantage.
The 5th point: the connection side that inner wall of the present invention is reinforced and adopted column, connects cushion block and intercolumniation strenthening memberFormula, have detachable, simple to operate, application is convenient, to building itself without advantages such as destruction, by standingStrenthening member between erection column between post, the prestressing force that ancient building four sides body of wall applies horizontal direction improves structureIntrinsic frequency, strengthen whole structural stability, in the time being subject to the external vibration of low frequency and affecting, intrinsic frequencyAncient building after raising can be avoided its original resonant frequency, prevents the most serious resonance situation of destruction.Simultaneously because intercolumniation strenthening member applies prestressing force, under external vibration, can operative constraint ancient architecture wallDisplacement, prevents the destruction of a slice body of wall and causes that the unstability of structural entity collapses, and negative consequence is limited in to officePortion region. Connect on cushion block and pass through to lay steel wire, make body of wall form an entirety, improve the entirety of body of wallProperty, make to connect cushion block and column better to combine, improve the resistance to overturning of body of wall.
Brief description of the drawings
Below in conjunction with accompanying drawing, the invention will be further described:
Fig. 1 is the flow chart that in the present invention, a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing;
Fig. 2 is the structural representation of the present invention China and foreign countries wall reinforcement;
Fig. 3 be in the present invention in Fig. 2 A to structural representation;
Fig. 4 is the structural representation that in the present invention, inner wall is reinforced;
Fig. 5 be in the present invention in Fig. 4 B-B to structure for amplifying schematic diagram;
Fig. 6 is the structure for amplifying schematic diagram at I place in Fig. 5 in the present invention.
In figure: 1-steel structure beam; 2-cuff; The 3-cable wire that stretches; 4-holder; 5-connects cushion block; 6-Column; The strenthening member of 7-intercolumniation; 8-ground tackle; 9-articulated elements; 10-body of wall.
Detailed description of the invention
As shown in Figures 1 to 6, a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, shouldConstruction method comprises the following steps: site inspection and Job readiness → body of wall strengthening of foundation → metope processing → wallReinforce → body of wall of body 10 10 overhauls, and detailed process is as follows:
Step a, site inspection and Job readiness: the first epoch spy of staff to heritage buildings body of wall 10Levy, architectural feature, structural feature and incomplete degree reconnoitre; Then draw this heritage buildings body of wall 10The mapping drawing of incomplete situation and size, photo, necessary explanatory note data, and complete relevant reconnoitringThe report of result; Finally carry out personnel assignment, arrive reinforcing required equipment and the transport of materials of reparation body of wall 10On-the-spot.
Step b, body of wall strengthening of foundation:
The body of wall basis that the first step, reinforcing are sunk: reject the fragment of brick on body of wall basis, and by this section of body of wall basisCarry out suitable digging deeply, controlling and digging deep degree is 50～80cm, digging in dark body of wall basis, makes oneWith the steel reinforcement cage that digs dark body of wall basis and match, and insert suitable rubble, build with mixed earth,Form mixed earth basis; On mixed earth basis, fill up fragment of brick, make it to be connected in body of wall 10 fragments of brick on topConnect.
Second step, integral reinforcing body of wall basis: adopt the form of construction work of segmentation, body of wall 10 is divided into necessarilyThe body of wall strengthening of foundation construction section of quantity, the distance control of body of wall strengthening of foundation construction section is 2～2.5m, by peopleMember's allotment is progressively constructed to every section of construction section, until complete the reinforcing on all body of wall bases.
Step c, metope processing:
The first step, reinforce lax metope: first progressively rap body of wall 10 with mallet, lax brick is taken out,And insert suitable fragment of brick, repair and destroy serious metope.
Second step, cleaning metope: first, by exposing the top layer dabbing of body of wall 10 of nexine fragment of brick, obtain body of wall 10Roughened surface.
The 3rd step, construction reinforced bar concrete layer: first squeeze into draw point in the slurry seam junction of roughened surface, then by steelMuscle net sheet is fixedly installed on roughened surface by draw point, and on reinforced mesh, sprays a layer concrete, obtainsReinforced steel concrete layer on metope. The length that steel nail exposes roughened surface is >=1cm that steel nail is on roughened surfaceBe uniformly distributed, its distribution density is >=10/m2, the thickness >=3cm of reinforced concrete floor. Reinforced mesh is solidDingan County is loaded on the concrete grammar on roughened surface: in reinforced mesh and draw point junction, adopt the mode of spot welding,Reinforced mesh is fixedly installed on roughened surface well. Add reinforced concrete floor by roughened surface top layer,Effectively fragment of brick less intensity and the higher reinforced mesh of intensity are linked together, and make thus whole wallBody 10 forms an entirety, has increased the cohesive force of fragment of brick and reinforced mesh, compared with traditional brick structure,Bulk strength significantly promotes.
The 4th step, the imitative glaze wall bed of material of construction: first use the silicone oil brushing reinforced concrete floor of certain viscosity, then useBlowtorch carries out roasting to metope, then makes the imitative glaze wall material identical with former metope color, imitative glaze wall material compositionComprise borax, lead oxide, SiO 2 powder, titanium dioxide, sodium phosphate and ammonium persulfate, and will imitate glaze wallMaterial is brushed on metope, forms the imitative glaze wall bed of material, the thickness >=2.5cm of the imitative glaze wall bed of material; Finally to imitative glaze wallRoasting is carried out with blowtorch in the surface of the bed of material, and carries out covering and heat insulating with alumina silicate blanket formula felt. By brushing imitative glazeThe wall bed of material, makes body of wall 10 surfacings smooth, and cohesive force significantly improves, and make body of wall 10 have water-fast,The advantages such as acid and alkali-resistance, resistance of rainwater washing against, anti-pollution.
Steps d, body of wall 10 are reinforced:
The first step, exterior wall 10 are reinforced: be first fixedly installed a steel structure beam at the top of a wall face1, metope is all exposed at the two ends of steel structure beam 1, and the length of exposing metope is controlled at 50～80cm, and at steelThe each movable cuff 2 of installing in two ends of structure crossbeam 1; Then arrange two admittedly in a relative side of wall faceReservation 4, this holder 4 matches with cuff 2, and holder 4 is an angle steel, and the bottom of angle steel is by groundFoot bolt is fixed on bottom surface it, connects flexible cable wire 3 above by connecting hoop; Finally at cuff 2 and solidA flexible cable wire 3 is set between reservation 4, both is connected, thereby complete the reinforcing of this piece wall face,On flexible cable wire 3, be provided with dynamometer and and coil tension spring; The reinforcing mode of finally pressing, complete other threeThe reinforcing of piece wall face. Exterior wall 10 of the present invention is reinforced and is adopted flexible cable wire 3 to add the fixing of steel structure beam 1Mode, by steel structure beam 1 being fixed on to the top of body of wall 10, two ends are drawn respectively and are established a flexible cable wire3, on the fixing bottom surface with body of wall 10 opposite sides of the other end of flexible cable wire 3, have like this Stability Analysis of Structures,Easy for installation, controlled good advantage resets.
Second step, inner wall 10 are reinforced: first fix 4 sizes at inner close 4 corners of heritage buildings placeThe same column 6, and between every root post 6 and each corner, be at least fixed with 2 and be connected cushion block 5;Then on connection cushion block 5, steel wire installing hole is set, establishes one by steel wire installing hole on interior metope upper berthPiece steel wire, metope steel wire protective layer in forming; Then at the top of 4 root posts 6, arrange respectively flatRow in body of wall 10 to wearing installing hole, between column 6, level is mounted to a rare intercolumniation strenthening member between two7, one end of intercolumniation strenthening member 7 penetrate on a root post 6 to wearing installing hole, and by intercolumniation strenthening member7 end is fixedly connected on interior metope, and the other end of intercolumniation strenthening member 7 penetrates on another root post 6To wearing installing hole, and the end of intercolumniation strenthening member 7 is fixedly connected on interior metope to intercolumniation strenthening member 7Be connected and fixed by articulated elements 9 with column 6, intercolumniation strenthening member 7 is connected solid with column 6 by ground tackle 8Fixed. It is the hollow steel pipe of 16cm that column 6 adopts diameter, connects cushion block 5 and adopts block rubber, and intercolumniation is reinforced structureIt is the steel pipe that eliminates stress of 5cm that part 7 adopts diameter. Inner wall 10 of the present invention is reinforced and is adopted column 6, connectsThe connected mode of cushion block 5 and intercolumniation strenthening member 7, has detachable, simple to operate, application convenience, rightBuilding itself is without the advantage such as destruction, by strenthening member 7 between erection column between column 6, and ancient building four sides wallThe prestressing force that body 10 applies horizontal direction improves the intrinsic frequency of structure, strengthens whole structural stability, whenWhen the external vibration that is subject to low frequency affects, the ancient building after intrinsic frequency improves can be avoided its original resonance frequencyRate, prevents the most serious resonance situation of destruction. Simultaneously because intercolumniation strenthening member 7 applies prestressing force,Under external vibration, can operative constraint the displacement of ancient architecture wall 10, prevent a slice body of wall 10 destruction andThe unstability that causes structural entity is collapsed, and negative consequence is limited in to regional area. Connect on cushion block 5 by pavingIf steel wire, makes body of wall 10 form an entirety, improve the globality of body of wall 10, make to connect cushion block 5 withColumn 6 better combines, and improves the resistance to overturning of body of wall 10.
Step e, body of wall 10 overhaul; The metope of constructing is carried out to entirety maintenance, complete the part of not repairing.
These are only specific embodiments of the invention, but technical characterictic of the present invention is not limited to this. AnyTaking the present invention as basis, for solving essentially identical technical problem, realize essentially identical technique effect, instituteMake ground simple change, be equal to replacement or modification etc., be all covered by among protection scope of the present invention.
Claims (10)
1. the integral wall that is applied to ancient building is reinforced a method for repairing and constructing, it is characterized in that comprising following stepRapid:
(a), site inspection and Job readiness: first the characteristics of the times of staff to heritage buildings body of wall,Architectural feature, structural feature and incomplete degree are reconnoitred; Then draw the residual of this heritage buildings body of wallLack the mapping drawing, photo of situation and size, necessary explanatory note data, and complete relevant surveyingReport really comes to an end; Finally carry out personnel assignment, repair the required equipment of body of wall and material fortune by reinforcingBe passed to scene;
(b), body of wall strengthening of foundation:
The body of wall basis that the first step, reinforcing are sunk: reject the fragment of brick on body of wall basis, and by this section of body of wall basisCarry out suitable digging deeply, controlling and digging deep degree is 50～80cm, digging in dark body of wall basis, makesOne is dug with above-mentioned the steel reinforcement cage that dark body of wall basis matches, and inserts suitable rubble, with mixed mudSoil is built, and forms mixed earth basis; On above-mentioned mixed earth basis, fill up fragment of brick, make it inThe wall block on top is connected;
Second step, integral reinforcing body of wall basis;
(c), metope processing:
The first step, reinforce lax metope;
Second step, cleaning metope;
The 3rd step, construction reinforced bar concrete layer: first squeeze into draw point in the slurry seam junction of above-mentioned roughened surface, thenReinforced mesh is fixedly installed on roughened surface by draw point, and on reinforced mesh, sprays one deck coagulationSoil, obtains the reinforced steel concrete layer on metope;
The 4th step, the imitative glaze wall bed of material of construction: first with the above-mentioned reinforced concrete floor of silicone oil brushing, then with blowtorch pairMetope carries out roasting, then makes the imitative glaze wall material identical with former metope color, and will imitate the painting of glaze wall materialBrush on metope, form the imitative glaze wall bed of material, finally roasting is carried out to blowtorch in the surface of the imitative glaze wall bed of material,And carry out covering and heat insulating with alumina silicate blanket formula felt;
(d), wall reinforcement:
The first step, exterior wall are reinforced: be first fixedly installed a steel structure beam at the top of a wall face,Metope is all exposed at the two ends of steel structure beam, and the length of exposing metope is controlled at 50～80cm, and at steelThe each movable cuff of installing in two ends of structure crossbeam; Then in the relative side setting of above-mentioned wall faceTwo holders, this holder and cuff match; Finally between cuff and holder, arrange oneFlexible cable wire, connects both, thereby completes the reinforcing of this piece wall face; Finally by above-mentionedReinforcing mode, completes the reinforcing of other three wall faces;
Second step, inner wall are reinforced: first at heritage buildings, inner to fix 4 sizes near 4 corners place the sameColumn, and between every root post and each corner, be at least fixed with 2 and be connected cushion block; Then existConnect on cushion block steel wire installing hole is set, establish a steel by steel wire installing hole on interior metope upper berthSilk screen, metope steel wire protective layer in forming; Then at the top of 4 root posts, arrange and be parallel to respectivelyBody of wall to wearing installing hole, between column, level is mounted to a rare intercolumniation strenthening member, post between twoBetween one end of strenthening member penetrate on a root post to wearing installing hole, and by the end of intercolumniation strenthening memberPortion is fixedly connected on interior metope, the other end of intercolumniation strenthening member penetrate on another root post to wearingInstalling hole, and the end of intercolumniation strenthening member is fixedly connected on interior metope, intercolumniation strenthening member withColumn is connected and fixed by articulated elements, and intercolumniation strenthening member and column are connected and fixed by ground tackle;(e), body of wall maintenance; The metope of constructing is carried out to entirety maintenance, complete the part of not repairing.
2. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (b) second step, the detailed process on integral reinforcing body of wall basis: adoptThe form of construction work of segmentation, is divided into body of wall strengthening of foundation construction section by body of wall, body of wall strengthening of foundation constructionThe distance control of section is 2～2.5m, by personnel assignment, every section of construction section is progressively constructed, until complete instituteThe reinforcing on some bodies of wall basis.
3. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) first step, the detailed process of reinforcing lax metope: first use woodMallet progressively raps body of wall, lax brick is taken out, and insert suitable fragment of brick, and reparation destroys seriousMetope.
4. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) second step, the detailed process of cleaning metope: first will expose nexineThe top layer dabbing of the body of wall of fragment of brick, obtains the roughened surface of body of wall.
5. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) the 3rd step, reinforced mesh is fixedly installed in concrete on roughened surfaceMethod: in reinforced mesh and draw point junction, adopt the mode of spot welding, reinforced mesh is solid wellDingan County is loaded on roughened surface.
6. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) the 3rd step, the thickness >=3cm of reinforced concrete floor.
7. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) the 4th step, the thickness >=2.5cm of the imitative glaze wall bed of material.
8. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (c) the 4th step, imitative glaze wall material composition comprises borax, lead oxide, twoSilicon oxide powder, titanium dioxide, sodium phosphate and ammonium persulfate.
9. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (d) first step, holder is an angle steel, and the bottom of angle steel is passed throughFoundation bolt is fixed on bottom surface it, connects flexible cable wire above by connecting hoop.
10. a kind of integral wall that is applied to ancient building is reinforced method for repairing and constructing, its spy according to claim 1Levy and be: in above-mentioned steps (d) second step, column adopts the hollow steel pipe that diameter is 16cm, connectsConnection pad piece adopts block rubber, and intercolumniation strenthening member adopts the steel pipe that eliminates stress that diameter is 5cm.
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| CN108386000A (en) * | 2018-02-11 | 2018-08-10 | 宁夏大学 | A kind of history relic building repairing method |
| CN109083436A (en) * | 2018-08-30 | 2018-12-25 | 上海建为历保科技股份有限公司 | A kind of constructing structure method for Historical Block facade rebuilding |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
| CN109441130A (en) * | 2018-09-12 | 2019-03-08 | 上海市建筑装饰工程集团有限公司 | Historical building exterior wall cobblestone painting metope does aging method |
| CN110306823A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of production method of the compound L-type concrete slab for historical building clean water wall |
| CN110306821A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | It is a kind of for reinforcing the L-type outsourcing wall of plain brick wall |
| CN110439311A (en) * | 2019-07-24 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | A kind of imitative historical building artistic decoration wall hollow out common brick repairing replacement method |
| CN110528906A (en) * | 2019-09-07 | 2019-12-03 | 深圳洲际建筑装饰集团有限公司 | A kind of ancient building metope method for repairing and constructing |
| CN110939242A (en) * | 2019-07-19 | 2020-03-31 | 上海建工五建集团有限公司 | Construction method for repairing exposed wall chipper stone |
| CN111042570A (en) * | 2020-01-03 | 2020-04-21 | 上海市园林工程有限公司 | Repairing construction method for fresh water brick wall of ancient building |
| CN113374295A (en) * | 2021-07-22 | 2021-09-10 | 中铁四局集团有限公司 | Old steel-wood structure roof truss dismantling and rebuilding construction method |
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| CN108386000A (en) * | 2018-02-11 | 2018-08-10 | 宁夏大学 | A kind of history relic building repairing method |
| CN109083436A (en) * | 2018-08-30 | 2018-12-25 | 上海建为历保科技股份有限公司 | A kind of constructing structure method for Historical Block facade rebuilding |
| CN109441130A (en) * | 2018-09-12 | 2019-03-08 | 上海市建筑装饰工程集团有限公司 | Historical building exterior wall cobblestone painting metope does aging method |
| CN109441130B (en) * | 2018-09-12 | 2021-08-27 | 上海市建筑装饰工程集团有限公司 | Antique finishing method for cobblestone painted wall surface of outer wall of historical building |
| CN109281488B (en) * | 2018-09-27 | 2020-07-28 | 王维玉 | Traditional soil kiln resident house wall reinforcing system and construction process thereof |
| CN109281489A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of earth kiln local-style dwelling houses wall prestressed reinforcement structure |
| CN109281488A (en) * | 2018-09-27 | 2019-01-29 | 王维玉 | A kind of tradition earth kiln local-style dwelling houses wall reinforcement system and its construction technology |
| CN110306821A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | It is a kind of for reinforcing the L-type outsourcing wall of plain brick wall |
| CN110306823A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of production method of the compound L-type concrete slab for historical building clean water wall |
| CN110306823B (en) * | 2019-06-12 | 2021-11-05 | 上海市建筑装饰工程集团有限公司 | Manufacturing method of composite L-shaped concrete slab for dry wall of historical building |
| CN110939242A (en) * | 2019-07-19 | 2020-03-31 | 上海建工五建集团有限公司 | Construction method for repairing exposed wall chipper stone |
| CN110439311A (en) * | 2019-07-24 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | A kind of imitative historical building artistic decoration wall hollow out common brick repairing replacement method |
| CN110528906A (en) * | 2019-09-07 | 2019-12-03 | 深圳洲际建筑装饰集团有限公司 | A kind of ancient building metope method for repairing and constructing |
| CN111042570A (en) * | 2020-01-03 | 2020-04-21 | 上海市园林工程有限公司 | Repairing construction method for fresh water brick wall of ancient building |
| CN111042570B (en) * | 2020-01-03 | 2021-11-05 | 上海市园林工程有限公司 | Repairing construction method for fresh water brick wall of ancient building |
| CN113374295A (en) * | 2021-07-22 | 2021-09-10 | 中铁四局集团有限公司 | Old steel-wood structure roof truss dismantling and rebuilding construction method |
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