CN112227759B - Repair, reinforcement and migration method for historic building clean water wall - Google Patents
Repair, reinforcement and migration method for historic building clean water wall Download PDFInfo
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- CN112227759B CN112227759B CN202011065792.2A CN202011065792A CN112227759B CN 112227759 B CN112227759 B CN 112227759B CN 202011065792 A CN202011065792 A CN 202011065792A CN 112227759 B CN112227759 B CN 112227759B
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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
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
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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
- E04G23/08—Wrecking of buildings
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Abstract
The invention discloses a repair, reinforcement and migration method for a fresh water wall of an ancient building, which comprises the steps of hoisting and disassembling the fresh water wall of the ancient building through human-computer cooperation, classifying and marking the disassembled parts, conveniently installing the parts after migration, arranging a first fixing piece at the bottom of the fresh water wall body, arranging a brick part and a stone skirt part on the fresh water wall body, chiseling brick holes and stone holes respectively, arranging a second fixing piece in the brick holes, arranging a third fixing piece in the stone holes, pouring concrete into the brick holes and the stone holes, laying a protective film on one surface of the fresh water wall body, laying a fixing net on the other surface of the fresh water wall body, pouring concrete from pouring openings at the top and the middle part in cooperation with a pouring template, and obtaining a repair and reinforcement structure formed by integrating the first fixing piece, the second fixing piece, the third fixing piece and the fixing net. The invention improves a repairing and reinforcing structure to solve the problems of wall inclination, skew flashing, distortion and damage in the repairing, reinforcing and transferring of the fresh water wall of the historic building.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a method for repairing, reinforcing and transferring a fresh water wall of an ancient building.
Background
The historic buildings refer to civil buildings and public buildings with historical significance, and some historic buildings are reserved in China, many ancient towns and most large cities. However, in the present of the great interest of civil engineering, we want to see and protect ancient buildings and their cultural traits; the ancient architectural culture is preserved in the world, and the ancient cultural heritage generates modern value.
The historic building clear water wall body is a building wall body which is commonly used by people from ancient times to present, and the clear water wall is a finished product only by pointing after the outer wall surface of a brick wall is built, so that the finished product is not required to be decorated by the outer wall surface, the building quality requirement is high, the mortar is full, and the brick joint is standard and beautiful; consequently in order to protect ancient building clean water wall, need move, restore the clear water wall body, avoid haring its value, but present ancient building clear water wall body restoration reinforcement migration technique is more imperfect, and traditional whole restoration fixed knot constructs simplely, appears repairing easily and consolidates incompletely, and the wall body inclines, askew condition of dodging, distortion, damaged condition appear.
Disclosure of Invention
The invention aims to provide a repair, reinforcement and migration method for a clean water wall of an ancient building, which improves a repair and reinforcement structure to solve the problem of repair, reinforcement and migration of the clean water wall of the ancient building.
In order to achieve the purpose, the invention adopts the following technical scheme:
a repair, reinforcement and migration method for a clean water wall of an ancient building comprises the following steps:
s1, disassembling the historic building clear water wall body through man-machine cooperation hoisting, classifying and compiling label numbers to obtain a clear water wall body, wherein the bottom of the clear water wall body is provided with a first fixing piece penetrating through the bottom of the clear water wall body;
s2, respectively preprocessing the brick part and the stone skirt part of the dry wall body, chiseling a plurality of brick holes and stone holes, mounting second fixing pieces in the brick holes, mounting third fixing pieces in the stone holes, and respectively pouring concrete into the brick holes and the stone holes;
s3, paving a protective film on one surface of the dry wall body, wherein the protective film is attached to the dry wall body, and paving a fixing net on the other surface of the dry wall body, and the fixing net is fixedly connected with the first fixing piece, the second fixing piece and the third fixing piece respectively;
s4, installing a pouring template on the side wall of the dry wall body, reserving pouring openings in the middle of the pouring template and the plate top part respectively, and pouring concrete into the pouring openings to obtain a repairing and reinforcing structure formed by integrating the first fixing piece, the second fixing piece, the third fixing piece and the fixing net.
Furthermore, in the step S1, the clean water wall of the historic building is spliced and supported by the steel pipe frame, the roof tile, the roof truss, the corner strips, the girder, the large ridge and the door and window are disassembled from top to bottom, the label number is compiled for each part, and the roof tile is put into the packing box.
Further, the step S2 is specifically:
s21, removing mortar layers on the brick part and the stone skirt part through pretreatment, and cleaning the mortar layers through clear water to obtain the exposed brick wall body and the exposed stone slab;
s22, chiseling a plurality of equally-spaced brick holes at the brick part, chiseling a plurality of equally-spaced stone holes at the stone skirt part, and cleaning the stone holes by clean water;
s23, opening the periphery of the brick hole and cutting an inner oblique shape through a cutting machine, cutting the surface into a rough surface, simultaneously folding at least 2 second fixing pieces into an arch structure and installing the arch structure in the brick hole, wherein the second fixing pieces are abutted against the side wall of the brick hole and welding the 2 second fixing pieces into a whole through reinforcing steel bars;
s24, fixing a third fixing piece by chemical bar planting in the stone cave of the stone skirt;
and S25, respectively pouring concrete into the brick hole and the stone hole to obtain a second fixing piece which is fixed on the brick hole and the brick part to form an integrated structure, and a third fixing piece which is fixed on the stone hole and the skirt part to form an integrated structure.
Furthermore, the brick holes and the stone holes are distributed in a plum blossom shape.
Furthermore, the brick part is formed by stacking red bricks, and the stacking mode is T-shaped bricks, smooth bricks or combination of T-shaped bricks and smooth bricks; the stone skirt portion comprises blocking stones, angle row columns and cabinet table feet, the cabinet table feet are arranged at the bottom, the angle row columns and the blocking stones are piled on the cabinet table feet, the blocking stones are piled on the blocking stones, and the angle row columns are arranged on the two sides of the blocking stones and are higher than the heights of the blocking stones and the blocking stones.
Furthermore, a foundation part buried under the ground is arranged at the bottom of the dry wall body, the foundation part is formed by stacking stone bars, a plurality of through holes are formed in the top of the foundation part, and the first fixing piece penetrates through the front side and the back side of each through hole and is fixedly connected with the fixing net and the pouring template; the first fixing piece is made of channel steel, the second fixing piece is made of spring steel, the third fixing piece is made of reinforcing steel bars, and the fixing net is made of reinforcing steel bar nets.
Further, the pouring template comprises a steel plate die, transverse channel steel and vertical channel steel, the steel plate die is arranged on the side wall of the dry wall body in parallel, and the transverse channel steel and the vertical channel steel are fixedly installed on the outer wall of the steel plate die in a staggered mode from top to bottom through screw fasteners; and the bottom of the steel plate die is fixedly connected with the first fixing piece through a screw rod.
Furthermore, the protection film is provided with at least 2 layers of protection films, one layer of protection film adopts a waterproof protection film to cover on the front face of the dry wall body, and the other layer of protection film adopts a plastic bubble film to cover and adhere on the waterproof protection film.
Furthermore, the dry wall body also comprises a stone window part which is fixed through wood board matching with the blind rivet.
Further, the concrete is c30 fine-stone concrete.
After adopting the technical scheme, compared with the background technology, the invention has the following advantages:
1. the invention is to lift and disassemble the ancient building clean water wall body by human-machine cooperation, keep the whole clean water wall body, classify and compile label numbers for the disassembled parts, facilitate installation after migration, arrange a first fixing piece at the bottom of the clean water wall body, the clean water wall body is divided into a brick part and a stone skirt part and is respectively chiseled with a brick hole and a stone hole, arrange a second fixing piece in the brick hole and pour concrete, arrange a third fixing piece in the stone hole and pour concrete, lay a protective film on one side of the clean water wall body, lay a fixing net on the other side, the fixing net is connected with the first fixing piece, the second fixing piece and the third fixing piece, cooperate with a pouring template, pour concrete from pouring openings at the top and the middle part, obtain a repairing and reinforcing structure formed by integrating the first fixing piece, the second fixing piece, the third fixing piece and the fixing net, and improve the repairing and reinforcing structure, the problems of wall body inclination, askew flashing, distortion and damage in repair, reinforcement and migration of the clean water wall body of the historic building are solved.
2. The periphery of a brick hole is cut and internally inclined by a cutting machine, at least 2 spring steels are bent into an arch shape by utilizing a prestressed structure and are installed in the brick hole, so that the spring steels are abutted against the inner wall of the brick hole, the 2 spring steels are welded into a whole by reinforcing steel bars, the reinforcing steel bars are connected with a reinforcing mesh, the reinforcing steel bars are fixed in the stone hole by matching with concrete pull knots, the reinforcing steel bars are fixedly connected with the reinforcing mesh, and the reinforcing mesh is fixedly connected with channel steel at the bottom of a dry wall body, so that the aged and softer brick structure is kept stable, the brick hole is rotated and the surface of the stone hole is cut into rough, and the concrete is fully fused with the brick hole and the stone hole respectively.
3. According to the concrete installation structure of the dry wall, the steel template and the first fixing piece are fixedly installed through the screw, so that the steel template and the dry wall body are arranged in parallel, the transverse channel steel and the vertical channel steel are installed on the outer wall of the steel template, the transverse channel steel and the vertical channel steel are installed on the steel template in a staggered mode through the screw fixing pieces, the transverse channel steel and the vertical channel steel serve as keel supports of the steel template to be matched with the screw fasteners for locking, and therefore the stability of the concrete installation structure of the dry wall body is improved.
4. The invention is provided with at least 2 layers of protective films, wherein the first layer of protective film is completely covered and attached on the surface of the dry wall body by adopting a waterproof protective film, and the second layer of protective film is completely covered and attached on the waterproof protective film by adopting a plastic bubble film, so that the front surface of the dry wall body is isolated from concrete.
Drawings
FIG. 1 is a flow chart of the present invention;
FIG. 2 is a schematic view of the overall structure of the dry wall body according to the present invention;
FIG. 3 is a schematic view of a drywall body with masonry and masonry holes according to the present invention;
FIG. 4 is a front view of the second fastener, the third fastener and the fastening net of the present invention;
FIG. 5 is a side view of the second fastener, the third fastener and the fastening web of the present invention;
FIG. 6 is a side view of the drywall body in combination with the casting form of the present invention.
Description of reference numerals:
a dry wall body.1, a first fixed part.2, a second fixed part.3, a third fixed part.4, a protective film.5, a fixed net.6, a pouring template.7,
The steel plate formwork structure comprises a pouring opening 71, a steel plate formwork 72, transverse steel channels 73, vertical steel channels 74 and screw fasteners 75.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the present invention, it should be noted that the terms "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are all based on the orientation or positional relationship shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the apparatus or element of the present invention must have a specific orientation, and thus, should not be construed as limiting the present invention.
Examples
With reference to fig. 1 to 6, the invention discloses a method for repairing, reinforcing and transferring a clean water wall of an ancient building, which comprises the following steps:
s1, dismantling the historic building clear water wall body through man-machine cooperation hoisting, classifying and compiling label numbers to obtain a clear water wall body 1, wherein a first fixing piece 2 penetrating through the bottom of the clear water wall body 1 is arranged at the bottom of the clear water wall body 1.
S2, respectively preprocessing the brick part 11 and the stone skirt part 12 of the dry wall body 1, chiseling a plurality of brick holes 13 and stone holes 14, installing second fixing pieces 3 in the brick holes 13, installing third fixing pieces 4 in the stone holes 14, and respectively pouring concrete into the brick holes 13 and the stone holes 14.
S3, laying a protective film 5 on one side of the dry wall body 1, wherein the protective film 5 is attached to the dry wall body 1, laying a fixing net 6 on the other side of the dry wall body 1, and the fixing net 6 is fixedly connected with the first fixing piece 2, the second fixing piece 3 and the third fixing piece 4 respectively.
S4, installing a pouring template 7 on the side wall of the dry wall body 1, reserving pouring openings 71 in the middle of the pouring template 7 and the plate top part respectively, and pouring concrete into the pouring openings 71 to obtain a repairing and reinforcing structure formed by integrating the first fixing piece 2, the second fixing piece 3, the third fixing piece 4 and the fixing net 6.
And step S1, splicing and supporting the historic building clean water wall body through the steel pipe frame, dismounting the roof tile, the roof truss, the corner strips, the girder, the large ridge and the door and window from top to bottom, respectively compiling the label number for each part, and loading the roof tile into a packaging box, thereby facilitating later-stage migration and transportation and protecting the roof tile from being not easy to break.
Step S2 specifically includes:
and S21, removing mortar layers of the brick part 11 and the stone skirt part 12 through pretreatment and cleaning the mortar layers through clear water to obtain the exposed brick wall body and the exposed stone slab.
And S22, chiseling a plurality of equally-spaced brick holes 13 on the brick part 11, chiseling a plurality of equally-spaced stone holes 14 on the stone skirt part 12, and cleaning the stone holes by clean water.
S23, opening the periphery of the brick hole 13 through a cutting machine, cutting the periphery into an inner oblique shape or an inner eight shape, cutting the surface into a rough surface, simultaneously folding at least 2 second fixing pieces 3 into an arch structure and installing the arch structure in the brick hole, wherein the second fixing pieces 3 abut against the side wall of the brick hole 13 and the 2 second fixing pieces 3 are welded into a whole through reinforcing steel bars.
And S24, fixing the third fixing piece 4 in the stone cave 14 of the stone skirt 12 by chemical planting.
And S25, respectively pouring concrete into the brick hole 13 and the stone hole 14 to obtain a structure that the second fixing piece 3 is fixed on the brick hole 13 and the brick part 11 to form an integrated structure, and the third fixing piece 4 is fixed on the stone hole 14 and the skirt part 12 to form an integrated structure.
The brick holes 13 and the stone holes 14 are distributed in a quincuncial shape, the interval between every two holes is preferably 30-40cm, the shapes of the brick holes 13 and the stone holes 14 are not limited in the embodiment, the brick holes 13 can be preferably holes with the sizes of 12x6x12 and 24x6x12 according to the structure of a T-shaped brick or a smooth brick, the shape of the stone holes 14 is preferably a circular structure, the depth is preferably 12-15cm, the hole diameter is preferably 20cm, concrete is c30 fine stone concrete, and the connection mode of the first fixing piece 2, the second fixing piece 3, the third fixing piece 4 and the fixing net 6 is preferably welded.
The brick part is formed by piling red bricks, and the piling mode is T-shaped bricks, smooth bricks or combination of T-shaped bricks and smooth bricks; the stone skirt part 12 comprises cover stones 121, blocking stones 122, corner row columns 123 and counter feet 124, the counter feet 124 are arranged at the bottom, the corner row columns 123 and the blocking stones 122 are piled on the counter feet 124, the cover stones 121 are piled on the blocking stones 122, and the corner row columns 123 are arranged on two sides of the blocking stones 122 and the cover stones 121 and are higher than the blocking stones 122 and the cover stones 121.
The bottom of the dry wall body 1 is provided with a foundation part 15 buried under the ground, the foundation part 15 is formed by stacking stone blocks 151, the top of the foundation part 15 is provided with a plurality of through holes, and the first fixing piece 2 penetrates through the front and back surfaces of the through holes and is fixedly connected with the fixing net 6 and the pouring template 7; the first fixing part 2 is preferably made of channel steel, the second fixing part 3 is preferably made of spring steel, the spring steel with the length of 4-5cm after bending is preferably selected, the third fixing part 4 is preferably made of steel bars, and the fixing net 6 is preferably made of steel bar net.
The pouring template 7 comprises a steel plate die 72, a transverse channel 73 and a vertical channel 74, the steel plate die 72 is arranged on the side wall of the dry wall body 1 in parallel and has a certain interval, concrete is poured into the interval, and the transverse channel 73 and the vertical channel 74 are fixedly installed on the outer wall of the steel plate die 72 from top to bottom in a staggered mode through screw fasteners 75; the bottom of the steel plate die 72 is fixedly connected with the first fixing piece 2 through a screw; the transverse channel steel 73 and the vertical channel steel 74 are used as keel supports of the steel template 72 and matched with screw fasteners for locking, so that the stability of the concrete mounting structure of the dry wall body is improved; in the embodiment, the thickness of the steel form 72 is preferably 0.2cm, and the horizontal channel steel 73 and the vertical channel steel 74 are preferably made of DC channel steel with the size of 10 × 5 to serve as keels to support the steel form 72; in the embodiment, after the pouring template 7 is poured with concrete, the concrete is poured and tamped by manual pouring, the whole body is poured in one step, the middle pouring opening is filled with the concrete and sealed, then the concrete is poured from the top pouring opening until the pouring opening is filled with the concrete, and then the maintenance is carried out for at least 10 days to ensure the concrete.
The protective film 5 is provided with at least 2 layers of protective films, one layer of protective film is covered on the front surface of the dry wall body by a waterproof protective film, the other layer of protective film is covered and stuck on the waterproof protective film by a plastic bubble film, and the thickness of the plastic bubble film is preferably 2-3 cm.
The dry wall body 1 further comprises a stone window part 16, and the stone window part 16 is fixed through wood plates matched with the pull nails.
In the embodiment, the historic building clear water wall body is hoisted and disassembled through man-machine cooperation, the whole clear water wall body 1 is reserved, the disassembled parts are classified and labeled, installation is convenient after migration, the first fixing piece 2 is arranged at the bottom of the clear water wall body 1, the clear water wall body 1 is divided into a brick part 11 and a stone skirt part 12, a brick hole 13 and a stone hole 14 are respectively chiseled, the second fixing piece 3 is installed in the brick hole 13 and concrete is poured, the third fixing piece 4 is installed in the stone hole 14 and concrete is poured, a protective film 6 is paved on one surface of the clear water wall body 1, a fixing net 6 is paved on the other surface of the clear water wall body 1, the fixing net 6 is respectively connected with the first fixing piece 2, the second fixing piece 3 and the third fixing piece 4, the fixing piece 7 is poured in cooperation with a casting template 7, concrete is poured from a casting opening 71 at the top and the middle part, and a repairing and reinforcing structure formed by integrating the first fixing piece 2, the second fixing piece 3, the third fixing piece 4 and the fixing net 6 is obtained, the repairing and reinforcing structure is improved to solve the problems of wall inclination, askew flashing, distortion and damage in the process of repairing, reinforcing and transferring the clean water wall of the historic building
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (9)
1. The method for repairing, reinforcing and transferring the clean water wall of the historic building is characterized by comprising the following steps of:
s1, disassembling the historic building clear water wall body through man-machine cooperation hoisting, classifying and compiling label numbers to obtain a clear water wall body, wherein the bottom of the clear water wall body is provided with a first fixing piece penetrating through the bottom of the clear water wall body;
s2, respectively preprocessing the brick part and the stone skirt part of the dry wall body, chiseling a plurality of brick holes and stone holes, mounting second fixing pieces in the brick holes, mounting third fixing pieces in the stone holes, and respectively pouring concrete into the brick holes and the stone holes;
the step S2 specifically includes:
s21, removing mortar layers on the brick part and the stone skirt part through pretreatment, and cleaning the mortar layers through clear water to obtain the exposed brick wall body and the exposed stone slab;
s22, chiseling a plurality of equally-spaced brick holes at the brick part, chiseling a plurality of equally-spaced stone holes at the stone skirt part, and cleaning the stone holes by clean water;
s23, opening the periphery of the brick hole and cutting an inner oblique shape through a cutting machine, cutting the surface into a rough surface, simultaneously folding at least 2 second fixing pieces into an arch structure and installing the arch structure in the brick hole, wherein the second fixing pieces are abutted against the side wall of the brick hole and welding the 2 second fixing pieces into a whole through reinforcing steel bars;
s24, fixing a third fixing piece by chemical bar planting in the stone cave of the stone skirt;
s25, respectively pouring concrete into the brick hole and the stone hole to obtain a second fixing piece which is fixed on the brick hole and the brick part to form an integrated structure, and a third fixing piece which is fixed on the stone hole and the stone skirt part to form an integrated structure;
s3, paving a protective film on one surface of the dry wall body, wherein the protective film is attached to the dry wall body, and paving a fixing net on the other surface of the dry wall body, and the fixing net is fixedly connected with the first fixing piece, the second fixing piece and the third fixing piece respectively;
s4, installing a pouring template on the side wall of the dry wall body, reserving pouring openings in the middle of the pouring template and the plate top part respectively, and pouring concrete into the pouring openings to obtain a repairing and reinforcing structure formed by integrating the first fixing piece, the second fixing piece, the third fixing piece and the fixing net.
2. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: and in the step S1, the clean water wall of the historic building is spliced and supported through the steel pipe frame, the roof tile, the roof truss, the corner strips, the girder, the large ridge and the door and window are disassembled from top to bottom, the label number is compiled for each part, and the roof tile is put into the packing box.
3. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the brick holes and the stone holes are distributed in a plum blossom shape.
4. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the brick part is formed by piling red bricks, and the piling mode is T-shaped bricks, brick bedding or combination of T-shaped bricks and brick bedding; the stone skirt portion comprises blocking stones, angle row columns and cabinet table feet, the cabinet table feet are arranged at the bottom, the angle row columns and the blocking stones are piled on the cabinet table feet, the blocking stones are piled on the blocking stones, and the angle row columns are arranged on the two sides of the blocking stones and are higher than the heights of the blocking stones and the blocking stones.
5. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the bottom of the dry wall body is provided with a foundation part buried under the ground, the foundation part is formed by stacking stone bars, the top of the foundation part is provided with a plurality of through holes, and the first fixing piece penetrates through the front and back surfaces of the through holes and is fixedly connected with the fixing net and the pouring template; the first fixing piece is made of channel steel, the second fixing piece is made of spring steel, the third fixing piece is made of reinforcing steel bars, and the fixing net is made of reinforcing steel bar nets.
6. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 5, wherein the method comprises the following steps: the pouring template comprises a steel plate die, transverse channel steel and vertical channel steel, the steel plate die is arranged on the side wall of the dry wall body in parallel, and the transverse channel steel and the vertical channel steel are fixedly installed on the outer wall of the steel plate die in a staggered mode from top to bottom through screw fasteners; and the bottom of the steel plate die is fixedly connected with the first fixing piece through a screw rod.
7. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the protective film is provided with at least 2 layers of protective films, one layer of protective film is covered on the front surface of the dry wall body by a waterproof protective film, and the other layer of protective film is covered and adhered on the waterproof protective film by a plastic bubble film.
8. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the dry wall body further comprises a stone window part, and the stone window part is fixed through wood plates matched with the pull nails.
9. The method for repairing, reinforcing and migrating the historic building clear water wall body according to claim 1, characterized in that: the concrete is c30 fine-stone concrete.
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| CN202011065792.2A CN112227759B (en) | 2020-09-30 | 2020-09-30 | Repair, reinforcement and migration method for historic building clean water wall |
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| CN202011065792.2A CN112227759B (en) | 2020-09-30 | 2020-09-30 | Repair, reinforcement and migration method for historic building clean water wall |
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| CN112227759B true CN112227759B (en) | 2022-04-19 |
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| CN113638618A (en) * | 2021-08-11 | 2021-11-12 | 中国十七冶集团有限公司 | Wall body reinforced structure for strengthening ancient architecture integrity |
| CN115030556B (en) * | 2022-07-20 | 2023-11-21 | 中国建筑第二工程局有限公司 | Repairing and reinforcing method for exposed wall old building of brick |
| CN116717105B (en) * | 2023-08-09 | 2023-10-20 | 山西八建集团有限公司 | Floor inclination treatment construction method |
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| JP5840914B2 (en) * | 2011-10-27 | 2016-01-06 | 鹿島建設株式会社 | New and old building thatched roof method |
| CN103089022A (en) * | 2011-11-08 | 2013-05-08 | 上海美创建筑加固工程有限公司 | Seismic reinforcement method of masonry structure wall |
| CN108560949B (en) * | 2018-06-28 | 2024-06-04 | 中冶建工集团有限公司 | Outer vertical face reinforcing structure and outer vertical face reinforcing method for adobe wall |
| CN110306832B (en) * | 2019-06-12 | 2021-06-22 | 上海市建筑装饰工程集团有限公司 | Construction method for integral migration of artistic clear water wall of historical building |
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