CN117211554A - Restoration method for ancient building wall - Google Patents
Restoration method for ancient building wall Download PDFInfo
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- CN117211554A CN117211554A CN202311302095.8A CN202311302095A CN117211554A CN 117211554 A CN117211554 A CN 117211554A CN 202311302095 A CN202311302095 A CN 202311302095A CN 117211554 A CN117211554 A CN 117211554A
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- 238000000034 method Methods 0.000 title claims abstract description 51
- 230000008439 repair process Effects 0.000 claims abstract description 23
- 238000004080 punching Methods 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 claims abstract description 12
- 238000005259 measurement Methods 0.000 claims abstract description 12
- 230000008569 process Effects 0.000 claims abstract description 12
- 239000002184 metal Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 9
- 238000001514 detection method Methods 0.000 claims description 8
- 239000000428 dust Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 238000010030 laminating Methods 0.000 claims description 6
- 239000011347 resin Substances 0.000 claims description 6
- 229920005989 resin Polymers 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 239000002994 raw material Substances 0.000 claims description 3
- 238000004381 surface treatment Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 2
- 230000008023 solidification Effects 0.000 claims description 2
- 230000004048 modification Effects 0.000 abstract description 3
- 238000012986 modification Methods 0.000 abstract description 3
- 230000008859 change Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The application provides a restoration and repair method for an ancient building wall, which comprises the following steps: s1, measuring the inclination degree of an ancient building, and designing a repairing scheme according to measurement data; s2, supporting the top of the ancient building to prevent the top from collapsing in the repairing construction process; s3, installing a reference supporting structure on one side of the wall body by using the plumb line, and installing a repairing structure on the other side of the wall body. According to the application, the inclined surface of the ancient building wall body is straightened through the standard supporting structure and the repairing structure, the gap is repaired in a punching and pouring mode, meanwhile, the structural stability between the two wall bodies of the gap is enhanced, the ancient building wall body is not required to be disassembled and laid in the process of restoring the ancient building wall body, the restoring and repairing construction period is shortened, meanwhile, the restoring and repairing method is local engineering, the modification to the ancient building is small, the old and the old of the ancient building can be ensured, and the historic tradition and artistic value of the ancient building are reserved.
Description
Technical Field
The application relates to a restoration method, in particular to a restoration method for an ancient building wall, and belongs to the technical field of restoration of ancient building walls.
Background
The ancient architecture refers to civil architecture and public architecture with historic significance before building China, in China, a plurality of ancient towns and most large cities also keep some ancient architecture, the ancient architecture in China has long-term historical tradition and bright achievement, and the ancient architecture art is also an important object for art appreciation.
The wall body is one of common important constituent structures of the ancient architecture, in general cases, the wood structures such as beams and columns can be used as bearing members of the architecture, the wall body only plays a role in supporting in a few cases, and more time plays a role in isolating space, so that in most cases, the inclination of the wall body does not influence the stability of the ancient architecture, but after the inclination of the wall body of the ancient architecture, in order to ensure the integrity of the ancient architecture and the safety of the ancient architecture, the wall body still needs to be reduced and repaired in time, meanwhile, the inclination and deformation of the wall body also can cause cracks of the wall body, the cracks need to be repaired together when the wall body is reduced and repaired, the stability of the wall body is increased, the current most direct method for repairing the ancient architecture wall body is detached and repaired, but the method is long in construction period, and the whole change of the ancient architecture is difficult to ensure that the ancient architecture can be repaired as old, and therefore, the method for repairing the ancient architecture wall body is provided.
Disclosure of Invention
In view of the above, the application provides a restoration method for an ancient architecture wall body, which solves or alleviates the technical problems existing in the prior art, and at least provides a beneficial choice.
The technical scheme of the embodiment of the application is realized as follows: a method for restoring and repairing an ancient building wall comprises the following steps:
s1, measuring the inclination degree of an ancient building, and designing a repairing scheme according to measurement data;
s2, supporting the top of the ancient building to prevent the top from collapsing in the repairing construction process;
s3, installing a reference supporting structure on one side of the wall body by using a plumb line, and installing a repairing structure on the other side of the wall body;
s4, righting the inclined wall body through the repair structure;
s5, cleaning cracks generated at the inclined positions of the wall body, and filling the cracks;
s6, detecting the internal structure of the wall, confirming the internal crack structure of the wall, and designing a repairing scheme according to the measured data;
s7, uniformly punching along the crack track, and pouring concrete into the holes;
s8, performing waterproof treatment on the wall surface, repairing the surface of the wall body, and performing measurement and acceptance on the wall body after the wall body is repaired.
Further preferred is: in S1, whether the wall body is inclined through placing plumb line fast judgment, if the wall body has the inclination situation, through the inclined emergence position of laser plumb appearance detection wall body and wall body inclination, according to the size of measurement data design righting equipment, make it satisfy the wall body and right the demand.
Further preferred is: in S2, according to the function of the wall, whether to support the top of the wall is selected, if the top of the wall has a beam column or eave column and other structures, the top of the wall is supported by Liang Fang or eave column and other structures, temporary support is used for assisting in bearing the weight of the top of the wall in the construction process, the top is prevented from collapsing, a steel structure or a wood structure is selected for supporting according to the weight of the top structure, and if the wall does not have a bearing function, the top of the wall is not required to be supported.
Further preferred is: in S3, benchmark bearing structure and restoration structure are by plate body and bracing piece constitution, benchmark backup pad body bottom laminating wall body bottom, installation direction keeps unanimous with the plumb line, make backup pad body perpendicular to horizontal plane and follow the vertical upward installation of wall body root, the backup pad body replaces the plumb line as righting benchmark, avoid righting the in-process to appear righting excessive condition, the backup pad body back passes through the tubular metal resonator welding support frame, the support frame is fixed with ground or wall body bearing surface, the structural stability of benchmark support is improved, prevent that the benchmark support from appearing the condition of slope or removal at righting the in-process.
Further preferred is: in S3, repair structure plate body is formed by two continuous plate body combinations, rotate between the two and connect, the rotation axis is located the position and the wall body incline position highly the same, the normal face of below plate body laminating wall body to through tubular metal resonator welding support frame, the support frame is fixed with ground or wall body supporting surface, improve repair structure' S bottom stability, the bottom wall body is fixed through both sides plate body simultaneously, the bottom normal wall body appears the slope when preventing to repair, the top rotatable plate body is laminated with the inclined plane of wall body, in repair process, the top rotatable plate body top is passed through the assembly pulley pulling spacing, and rotate along with the work of assembly pulley.
Further preferred is: in S4, the lifting equipment is utilized to drive the pulley block to work, the pulley block is utilized to pull the repairing structure to work, the rotatable plate body of the repairing structure is utilized to straighten the inclined wall body, the rotation angle of the rotatable plate body is the same as the measurement value, and the inclined wall body is attached to the reference supporting structure.
Further preferred is: in the step S5, the upper surface and the lower surface of a crack generated at the inclined position of the wall body are ground flat, dust is cleaned, a metal sheet is filled in the crack, concrete grouting is carried out on the crack, meanwhile, a surface treatment space is reserved, and after grouting solidification, the next repair is carried out.
Further preferred is: in the S6, the wall body is detected through ultrasonic flaw detection equipment, the width and the track of the crack are measured, and a repairing scheme is designed according to the width and the track of the crack.
Further preferred is: in S7, the same distance is used for calibrating the points along the crack track, the holes are punched on the calibrated points through punching equipment, the punching direction is inclined to the surface of the wall body and penetrates through the cracks, after the punching is finished, the holes and the cracks are cleaned through high-pressure air flow, excessive dust is blown away, concrete is poured into the cracks through the through holes until the through holes are filled with the concrete, the cracks are repaired after the concrete is dried, and the stability of the wall body is enhanced.
Further preferred is: in S8, resin materials are smeared in the reserved groove at the inclined crack of the wall body and the perforated reserved groove to fill the gap, water is prevented from entering the wall body, after the resin is solidified, raw materials of the wall body are smeared on the surface of the wall body, the surface of the wall body is repaired, after the materials are air-dried, the materials are ground and aged, after the wall body is repaired, the wall body is detected again through a laser plumber and ultrasonic flaw detection equipment, and inspection and acceptance are completed after the wall body is qualified.
By adopting the technical scheme, the embodiment of the application has the following advantages:
according to the application, the inclined surface of the ancient building wall body is straightened through the standard supporting structure and the repairing structure, the gap is repaired in a punching and pouring mode, meanwhile, the structural stability between the two wall bodies of the gap is enhanced, the ancient building wall body is not required to be disassembled and laid in the process of restoring the ancient building wall body, the restoring and repairing construction period is shortened, meanwhile, the restoring and repairing method is local engineering, the modification to the ancient building is small, the old and the old of the ancient building can be ensured, and the historic tradition and artistic value of the ancient building are reserved.
The foregoing summary is for the purpose of the specification only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of the present application will become apparent by reference to the drawings and the following detailed description.
Drawings
In order to more clearly illustrate the embodiments of the application or the technical solutions in the prior art, the drawings that are necessary for the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the application and that other drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a flow chart of the present application.
Detailed Description
Hereinafter, only certain exemplary embodiments are briefly described. As will be recognized by those of skill in the pertinent art, the described embodiments may be modified in various different ways without departing from the spirit or scope of the present application. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive.
Embodiments of the present application will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1, the embodiment of the application provides a restoration method for an ancient building wall, which comprises the following steps:
s1, measuring the inclination degree of an ancient building, and designing a repairing scheme according to measurement data;
s2, supporting the top of the ancient building to prevent the top from collapsing in the repairing construction process;
s3, installing a reference supporting structure on one side of the wall body by using a plumb line, and installing a repairing structure on the other side of the wall body;
s4, righting the inclined wall body through the repair structure;
s5, cleaning cracks generated at the inclined positions of the wall body, and filling the cracks;
s6, detecting the internal structure of the wall, confirming the internal crack structure of the wall, and designing a repairing scheme according to the measured data;
s7, uniformly punching along the crack track, and pouring concrete into the holes;
s8, performing waterproof treatment on the wall surface, repairing the surface of the wall body, and performing measurement and acceptance on the wall body after the wall body is repaired.
In this embodiment, specific: in S1, whether the wall body is inclined or not is judged rapidly by placing plumb lines, if the wall body is inclined, the inclination occurrence position and the inclination angle of the wall body are detected by a laser plumb line, the size of the righting equipment is designed according to measurement data, the righting requirement of the wall body is met, and if the wall body is not inclined, cracks inside the wall body are repaired directly.
In this embodiment, specific: in S2, according to the function of the wall body, whether to support the top of the wall body is selected, if the top of the wall body is provided with a beam column, an eave column or other structures, the structures such as Liang Fang or eave column are supported, temporary support is used for assisting in bearing the weight of the top of the wall body in the construction process, the top is prevented from collapsing, a steel structure or a wood structure is selected for supporting according to the weight of the top structure, if the wall body does not have a bearing function, the top of the wall body is not required to be supported, if the weight of the top structure is large, the top is supported through the steel structure, and if the weight is small, the top is supported through the wood structure.
In this embodiment, specific: in S3, benchmark bearing structure and restoration structure are by plate body and bracing piece constitution, benchmark backup pad body bottom laminating wall body bottom, the installation direction keeps unanimous with the plumb line, make backup pad body perpendicular to horizontal plane and follow the vertical upward installation of wall body root, the backup pad body replaces the plumb line as righting benchmark, avoid righting the excessive condition of in-process appearance righting, the backup pad body back passes through the tubular metal resonator welding support frame, the support frame is fixed with ground or wall body supporting surface, improve the structural stability of benchmark support, prevent that the benchmark support from appearing the condition of slope or removal in righting the in-process, the benchmark backup pad plays spacing effect, stabilize wall body bottom structure, prevent that the wall body from righting the angle and surpassing inclination, guarantee construction quality and safety.
In this embodiment, specific: in S3, repair structure plate body is formed by two continuous plate body combinations, rotate between the two and connect, the rotation axis is located the position highly the same with wall body incline position, the lower side plate body laminating wall body normal face, and through tubular metal resonator welding support frame, the support frame is fixed with ground or wall body supporting surface, improve repair structure' S bottom stability, bottom wall body is fixed through both sides plate body simultaneously, bottom normal wall body appears the slope when preventing to repair, the top rotatable plate body is laminated with the inclined plane of wall body, in repair process, the top of top rotatable plate body is through the assembly pulley pulling spacing, and rotate along with the work of assembly pulley, if the wall body begins the slope from the root, repair structure need not to set up the fixed plate body of below, only set up rotatable pole plate body and support frame can, adopt the mode of rotation connection to fix between the two, the assembly pulley evenly sets up according to wall thickness, guarantee rotatable plate body can even atress.
In this embodiment, specific: in S4, the lifting device is used for driving the pulley block to work, the pulley block is used for pulling the repairing structure to work, the rotatable plate body of the repairing structure is used for righting the inclined wall body, the rotation angle of the rotatable plate body is identical to the measured value, the inclined wall body is attached to the reference supporting structure, the pulling distance of the lifting device is calculated through parameters such as the height of the inclined wall body, the height of the righted wall body and the like, and therefore the rotation angle of the rotatable plate body is controlled.
In this embodiment, specific: in S5, the upper surface and the lower surface of a crack generated at the inclined position of the wall body are ground flat, dust is cleaned, a metal sheet is filled in the crack, concrete grouting is carried out on the crack, meanwhile, a surface treatment space is reserved, after grouting is solidified, the next repair is carried out, the metal sheet can change the whole thickness of the metal sheet in a superposition mode, so that the metal sheet meets the supporting requirement of the wall body, the strength of a repair structure is increased by adding the metal sheet, and the secondary inclination condition after the repair is completed is prevented.
In this embodiment, specific: in S6, detecting the wall body through ultrasonic flaw detection equipment, measuring the width and track of the crack, and designing a repairing scheme according to the width and track of the crack.
In this embodiment, specific: in S7, the same distance is used for calibrating the points along the crack track, the holes are punched on the calibrated points through punching equipment, the punching direction is inclined to the surface of the wall body and penetrates through the cracks, after punching, the holes and the cracks are cleaned through high-pressure air flow, excessive dust is blown away, concrete is poured into the cracks through the through holes until the through holes are filled with the concrete, the cracks are repaired after the concrete is dried, the stability of the wall body is enhanced, in the repairing process, leaked concrete is cleaned in time, and the concrete trace is prevented from appearing on the surface of the ancient building.
In this embodiment, specific: in S8, resin materials are smeared in the reserved groove at the inclined crack of the wall body and the perforated reserved groove to fill the gap, water is prevented from entering the wall body, after the resin is solidified, raw materials of the wall body are smeared on the surface of the wall body, the surface of the wall body is repaired, after the materials are air-dried, the materials are ground and aged, after the wall body is repaired, the wall body is detected again through a laser plumber and ultrasonic flaw detection equipment, and inspection and acceptance are completed after the wall body is qualified.
In the process of repairing the ancient building wall, the inclined plane of the ancient building wall is righted through the standard supporting structure and the repairing structure, the gap is repaired through the punching and pouring mode, meanwhile, the structural stability between the two side walls of the gap is enhanced, the ancient building wall is not required to be disassembled and laid in the process of restoring the ancient building wall, the restoring and repairing construction period is shortened, the restoring and repairing method is local engineering, the modification to the ancient building is small, the old and old ancient building can be guaranteed, and the historic tradition and artistic value of the ancient building are reserved.
The foregoing is merely illustrative of the present application, and the present application is not limited thereto, and any person skilled in the art will readily recognize that various changes and substitutions are possible within the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (10)
1. The restoration and repair method for the ancient building wall body is characterized by comprising the following steps of:
s1, measuring the inclination degree of an ancient building, and designing a repairing scheme according to measurement data;
s2, supporting the top of the ancient building to prevent the top from collapsing in the repairing construction process;
s3, installing a reference supporting structure on one side of the wall body by using a plumb line, and installing a repairing structure on the other side of the wall body;
s4, righting the inclined wall body through the repair structure;
s5, cleaning cracks generated at the inclined positions of the wall body, and filling the cracks;
s6, detecting the internal structure of the wall, confirming the internal crack structure of the wall, and designing a repairing scheme according to the measured data;
s7, uniformly punching along the crack track, and pouring concrete into the holes;
s8, performing waterproof treatment on the wall surface, repairing the surface of the wall body, and performing measurement and acceptance on the wall body after the wall body is repaired.
2. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S1, whether the wall body is inclined through placing plumb line fast judgment, if the wall body has the inclination situation, through the inclined emergence position of laser plumb appearance detection wall body and wall body inclination, according to the size of measurement data design righting equipment, make it satisfy the wall body and right the demand.
3. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S2, according to the function of the wall, whether to support the top of the wall is selected, if the top of the wall has a beam column or eave column and other structures, the top of the wall is supported by Liang Fang or eave column and other structures, temporary support is used for assisting in bearing the weight of the top of the wall in the construction process, the top is prevented from collapsing, a steel structure or a wood structure is selected for supporting according to the weight of the top structure, and if the wall does not have a bearing function, the top of the wall is not required to be supported.
4. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S3, benchmark bearing structure and restoration structure are by plate body and bracing piece constitution, benchmark backup pad body bottom laminating wall body bottom, installation direction keeps unanimous with the plumb line, make backup pad body perpendicular to horizontal plane and follow the vertical upward installation of wall body root, the backup pad body replaces the plumb line as righting benchmark, avoid righting the in-process to appear righting excessive condition, the backup pad body back passes through the tubular metal resonator welding support frame, the support frame is fixed with ground or wall body bearing surface, the structural stability of benchmark support is improved, prevent that the benchmark support from appearing the condition of slope or removal at righting the in-process.
5. The method for restoring and repairing the ancient building wall according to claim 4, wherein the method comprises the following steps: in S3, repair structure plate body is formed by two continuous plate body combinations, rotate between the two and connect, the rotation axis is located the position and the wall body incline position highly the same, the normal face of below plate body laminating wall body to through tubular metal resonator welding support frame, the support frame is fixed with ground or wall body supporting surface, improve repair structure' S bottom stability, the bottom wall body is fixed through both sides plate body simultaneously, the bottom normal wall body appears the slope when preventing to repair, the top rotatable plate body is laminated with the inclined plane of wall body, in repair process, the top rotatable plate body top is passed through the assembly pulley pulling spacing, and rotate along with the work of assembly pulley.
6. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S4, the lifting equipment is utilized to drive the pulley block to work, the pulley block is utilized to pull the repairing structure to work, the rotatable plate body of the repairing structure is utilized to straighten the inclined wall body, the rotation angle of the rotatable plate body is the same as the measurement value, and the inclined wall body is attached to the reference supporting structure.
7. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in the step S5, the upper surface and the lower surface of a crack generated at the inclined position of the wall body are ground flat, dust is cleaned, a metal sheet is filled in the crack, concrete grouting is carried out on the crack, meanwhile, a surface treatment space is reserved, and after grouting solidification, the next repair is carried out.
8. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in the S6, the wall body is detected through ultrasonic flaw detection equipment, the width and the track of the crack are measured, and a repairing scheme is designed according to the width and the track of the crack.
9. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S7, the same distance is used for calibrating the points along the crack track, the holes are punched on the calibrated points through punching equipment, the punching direction is inclined to the surface of the wall body and penetrates through the cracks, after the punching is finished, the holes and the cracks are cleaned through high-pressure air flow, excessive dust is blown away, concrete is poured into the cracks through the through holes until the through holes are filled with the concrete, the cracks are repaired after the concrete is dried, and the stability of the wall body is enhanced.
10. The method for restoring and repairing the ancient building wall according to claim 1, wherein the method comprises the following steps: in S8, resin materials are smeared in the reserved groove at the inclined crack of the wall body and the perforated reserved groove to fill the gap, water is prevented from entering the wall body, after the resin is solidified, raw materials of the wall body are smeared on the surface of the wall body, the surface of the wall body is repaired, after the materials are air-dried, the materials are ground and aged, after the wall body is repaired, the wall body is detected again through a laser plumber and ultrasonic flaw detection equipment, and inspection and acceptance are completed after the wall body is qualified.
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| CN202311302095.8A CN117211554A (en) | 2023-10-10 | 2023-10-10 | Restoration method for ancient building wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN118128337A (en) * | 2024-05-08 | 2024-06-04 | 山西一建集团有限公司 | Ancient wall repair stable supporting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN118128337A (en) * | 2024-05-08 | 2024-06-04 | 山西一建集团有限公司 | Ancient wall repair stable supporting structure |
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