CN104675135A - Repairing method of carved stone cave eaves of stone cave temple - Google Patents
Repairing method of carved stone cave eaves of stone cave temple Download PDFInfo
- Publication number
- CN104675135A CN104675135A CN201310630157.8A CN201310630157A CN104675135A CN 104675135 A CN104675135 A CN 104675135A CN 201310630157 A CN201310630157 A CN 201310630157A CN 104675135 A CN104675135 A CN 104675135A
- Authority
- CN
- China
- Prior art keywords
- cave
- eaves
- damaged
- stainless steel
- stone
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a repairing method of carved stone cave eaves of a stone cave temple. The repairing method of the carved stone cave eaves of the stone cave temple includes following steps: performing cleaning treatment on the damaged cave eaves of the stone cave temple; pouring grout into cracks of the damaged cave eaves and performing maintenance; inserting carbon fiber anchor rods into the damaged cave eaves; inserting stainless steel anchor rods into the damaged cave eaves; using stainless steel wires to lay a net on external reserved portions of a plurality of the stainless steel anchor rods so as to form an internal net; casting a formwork in situ and performing maintenance on the internal net area; using other stainless steel wires to lay the other net on the stainless steel anchor rods on the exterior of the internal net so as to form an external net; filling the external net area with antique mortar, and performing maintenance on the external net area; performing water prevention treatment on the surface of the external net area after being maintained so as to complete repair for the damaged of the damaged cave eaves of the stone cave temple. The repairing method of the carved stone cave eaves of the stone cave temple follows the principle of not changing original shapes of historic relics, and minimizing intervention and reversibility, patches and repairs the damaged carved stone cave eaves of the stone cave temple, effectively prevents a water disaster from influencing carved stone of the stone cave temple, and has significance for reducing weathering speed of the carved stone of the stone cave temple.
Description
Technical field
The present invention relates to the restorative procedure of a kind of Cave Temple stone inscription cave eaves, particularly relate to the reparation of a kind of glutenite Cave Temple stone inscription cave eaves.
Background technology
The Cave Temple is the very important cultural heritage of China, and distribution is wide, quantity is many, mostly digs on precipice by a stream in front and a hill at the back, and wherein the quantity of glutenite Cave Temple stone inscription is particularly huge.In the very long history years, the impact of the factor such as weather invasion and attack, groundwater seepage, climate change and earthquake and artificial destruction, receive destruction in various degree.In numerous reasons that the Cave Temple wrecks, infiltration is a major reason, and it can the easily soluble component such as cement in corrosion stone inscription (also claiming stone carving), strengthen and through crack, accelerate the weathering of stone inscription, form salt erosion on stone inscription surface, grow harmful organism etc.In chemical industry prosperity now, Acid Rain Pollution is particularly serious, and therefore, improvement water damage is very urgent for the protection of Cave Temple stone inscription.
At present, for the water hazard prediction of Cave Temple stone inscription, be main mainly with building protective building both at home and abroad; wherein modal way builds rain-proof shed, wooden construction cave eaves; though these class methods can be keeped out wind and rain, destroy the overall style and features of Cave Temple stone inscription, and very large to the destruction of precipice body when constructing.
Summary of the invention
Object of the present invention is just the restorative procedure providing a kind of Cave Temple stone inscription cave eaves in order to solve the problem.
The present invention is achieved through the following technical solutions above-mentioned purpose:
The restorative procedure of Cave Temple stone inscription cave of the present invention eaves, comprises the following steps:
(1) cleaning is carried out to the crack of the Cave Temple damaged cave eaves and outer surface;
(2) grouting also maintenance in crack;
(3) in the eaves of damaged cave, insert carbon fiber anchor pole, do not stay exposed parts;
(4) in the eaves of damaged cave, insert stainless steel anchor pole, outside length in reserve is consistent with the real size needing to repair;
(5) to arrange net formation Intranet in the outside reserved part of many stainless steel anchor poles with stainless steel wire, the outside of Intranet is also reserved with a bit of of stainless steel anchor pole;
(6) internally web area carries out a module and cast-in-situ and maintenance;
(7) to arrange net on the stainless steel anchor pole of Intranet outside formation outer net with stainless steel wire, the outer end of stainless steel anchor pole is positioned at outer web area;
(8) externally web area inserts mortar modelled after an antique and maintenance;
(9) waterproofing work is carried out to the surface of the outer web area after maintenance, complete the reparation of Cave Temple stone inscription cave eaves.
Particularly, in described step (2), in crack, pour into modified portland cement-G type.
Described step (3) comprises the following steps:
1. mark for dowel hold is set at damaged cave Yan Shang interval 250mm ~ 300mm;
2. use shockproof rig to bore reinforced hole at mark for dowel hold place, the diameter of reinforced hole is 12mm, and the degree of depth is 300mm;
3. compressed air is used to clear up in reinforced hole, removing stone flour and dirt;
4. modified portland cement-G type is used to pour in reinforced hole;
5. insert carbon fiber anchor pole to all burying, and must not exposed parts be had, then maintenance.
Described step (4) comprises the following steps:
1. on the eaves of damaged cave with the bar planting hole that drilling rod drilling depth is 0.4m, bore angle is vertical with the outer surface of damaged cave eaves;
2. with air compressor machine, the dust in bar planting hole and rubble are cleaned out;
3. configure in epoxy anchoring adhesive and modified portland cement-G type injection bar planting hole;
4. implant in bar planting hole by the stainless steel anchor pole through antiseptic Ф 18mm, then maintenance, the implantation density of stainless steel anchor pole is consistent with the real size needing to repair with outside length in reserve.
In described step (6), using modified portland cement-M type as cast-in-place slurry.
In described step (9), the surface of hydrophober to the outer web area after maintenance is used to carry out waterproofing work.
In above-mentioned material, mortar main component modelled after an antique is pozzolan and quartz sand, and its color, texture are similar to glutenite to chemical composition, does not reject with rock body, and outward appearance is coordinated, and is applicable to the repairing of glutenite; Modified portland cement-G type and modified portland cement-M type are all high-performance composite grouts, and it for base-material, is aided with multiple macromolecular material formulated with inorganic ultrafine cementitious material (main component is for silicate).
Beneficial effect of the present invention is:
The present invention follows and does not change historical relic original state, minimal intervention and reversible principle, damaged Cave Temple stone inscription cave eaves has been carried out completion reparation, cave eaves after reparation and the stone inscription environmental harmony of periphery, effectively prevent and treat the impact of water damage on Cave Temple stone inscription, significant for the speed delaying the weathering of Cave Temple stone inscription, fill up the blank that Cave Temple stone inscription cave eaves is repaired, be particularly useful for the reparation of glutenite Cave Temple stone inscription cave eaves, also can when slightly doing to change to slurry composition for the Cave Temple stone inscription cave eaves of other quality or the reparation at other position, such as, also can be used for the cave wall of glutenite Cave Temple stone inscription, edge, cave and the reparation at the bottom of cave.
Accompanying drawing explanation
Fig. 1 is the cave eaves structural representation involved by restorative procedure of Cave Temple stone inscription cave of the present invention eaves.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described:
As shown in Figure 1, after Exposure to Sunlight rain and dew, the stone inscription cave eaves of the Cave Temple is damaged, its edge breakage ftractures, and becomes damaged cave eaves 1, if do not repaired it comprehensively, rainwater then can be caused to infiltrate stone inscription, thus cause the damage of stone artifact, so need to repair damaged cave eaves 1; Be original grouting agent 11 in damaged cave eaves 1, the performance of grouting agent 11 and modified portland cement-G type and modified portland cement-M type all consistent.So, select modified portland cement-G type and modified portland cement-M type as the grouting material in following repair process.Wherein, modified portland cement-G type uses hourly water consumption to be 25 ~ 32%, has the feature of good fluidity, microdilatancy, is applicable to stabilization works, grouting and bar planting; Modified portland cement-M type uses hourly water consumption to be 15 ~ 16%, there is the feature of microdilatancy, micro-contraction, its intensity be high, durability all higher than ordinary concrete, be applicable to close and voids and pits is repaired.
The reparation of damaged cave eaves 1 is comprised the following steps:
(1) cleaning is carried out to the crack of damaged cave eaves 1 and outer surface: with bamboo cutter, the soft brush of wool and dental tool by the crack of damaged cave eaves 1 and outside (right side in figure) removing surface clean;
(2) in crack, G type grouting agent is poured into and maintenance;
(3) in the eaves of damaged cave, insert carbon fiber anchor pole, concrete steps are as follows:
1. on damaged cave eaves 1, interval 250mm ~ 300mm arranges mark for dowel hold;
2. use shockproof rig to bore reinforced hole (not shown) at mark for dowel hold place, the diameter of reinforced hole is 12mm, and the degree of depth is 300mm;
3. compressed air is used to clear up in reinforced hole, removing stone flour and dirt;
4. modified portland cement-G type is used to pour in reinforced hole;
5. insert carbon fiber anchor pole 12 to all burying, and must not exposed parts be had, then maintenance;
(4) in damaged cave eaves 1, insert stainless steel anchor pole 13, concrete steps are as follows:
1. on damaged cave eaves 1 with the bar planting hole (not shown) that drilling rod drilling depth is 0.4m, bore angle is vertical with the outer surface of damaged cave eaves 1;
2. with air compressor machine, the dust in bar planting hole and rubble are cleaned out;
3. configure in epoxy anchoring adhesive and modified portland cement-G type injection bar planting hole;
4. implant in bar planting hole by the stainless steel anchor pole 13 through antiseptic Ф 18mm, then maintenance, the implantation density of stainless steel anchor pole 13 is consistent with the real size needing to repair with outside length in reserve;
(5) with stainless steel wire the outside reserved part of many stainless steel anchor poles 13 arrange net formed Intranet 21, the outside of Intranet 21 is also reserved with a bit of of stainless steel anchor pole 13;
(6) carry out a module and cast-in-situ and maintenance to the region at Intranet 21 place, in cast-in-place process, modified portland cement-M type is as cast-in-place grouting agent;
(7) with stainless steel wire arrange net on the stainless steel anchor pole 13 of Intranet 21 outside formed outer net 23, the outer end of stainless steel anchor pole 13 is positioned at the region at outer net 23 place;
(8) mortar 24 modelled after an antique is injected and maintenance to the region at outer net 23 place;
(9) use the surface of hydrophober to outer net 23 region after maintenance to carry out waterproofing work, complete the reparation of damaged cave eaves 1.After reparation, extension cave eaves 2 and damaged cave eaves 1 connect for entirety and color coordination is consistent, become new Cave Temple stone inscription cave eaves, compared with the eaves of original stone inscription cave, new stone inscription cave eaves still keeps its antique original appearance, significant for the speed delaying the weathering of Cave Temple stone inscription, effectively prevent and treat the impact of water damage on Cave Temple stone inscription.
Above-described embodiment is preferred embodiment of the present invention, it is not the restriction to technical solution of the present invention, such as: the grouting agent poured in crack also can not adopt modified portland cement-G type, as long as better can be combined with the grouting agent of damaged cave eaves; The size in reinforced hole and bar planting hole also can change; Cast-in-place grouting agent in bar planting hole also can not adopt modified portland cement-M type, as long as better can be combined with the grouting agent of damaged cave eaves; Waterproofing work also can adopt other material beyond hydrophober; As long as without the technical scheme that creative work can realize on the basis of above-described embodiment, all should be considered as falling within the scope of the rights protection of patent of the present invention.
Claims (6)
1. a restorative procedure for Cave Temple stone inscription cave eaves, is characterized in that: comprise the following steps:
(1) cleaning is carried out to the crack of the Cave Temple damaged cave eaves and outer surface;
(2) grouting also maintenance in crack;
(3) in the eaves of damaged cave, insert carbon fiber anchor pole, do not stay exposed parts;
(4) in the eaves of damaged cave, insert stainless steel anchor pole, outside length in reserve is consistent with the real size needing to repair;
(5) to arrange net formation Intranet in the outside reserved part of many stainless steel anchor poles with stainless steel wire, the outside of Intranet is also reserved with a bit of of stainless steel anchor pole;
(6) internally web area carries out a module and cast-in-situ and maintenance;
(7) to arrange net on the stainless steel anchor pole of Intranet outside formation outer net with stainless steel wire, the outer end of stainless steel anchor pole is positioned at outer web area;
(8) externally web area inserts mortar modelled after an antique and maintenance;
(9) waterproofing work is carried out to the surface of the outer web area after maintenance, complete the reparation of Cave Temple stone inscription cave eaves.
2. the restorative procedure of Cave Temple stone inscription cave according to claim 1 eaves, is characterized in that: in described step (2), pours into modified portland cement-G type in crack.
3. the restorative procedure of Cave Temple stone inscription cave according to claim 1 eaves, is characterized in that: described step (3) comprises the following steps:
1. mark for dowel hold is set at damaged cave Yan Shang interval 250mm ~ 300mm;
2. use shockproof rig to bore reinforced hole at mark for dowel hold place, the diameter of reinforced hole is 12mm, and the degree of depth is 300mm;
3. compressed air is used to clear up in reinforced hole, removing stone flour and dirt;
4. modified portland cement-G type is used to pour in reinforced hole;
5. insert carbon fiber anchor pole to all burying, and must not exposed parts be had, then maintenance.
4. the restorative procedure of Cave Temple stone inscription cave according to claim 1 eaves, is characterized in that: described step (4) comprises the following steps:
1. on the eaves of damaged cave with the bar planting hole that drilling rod drilling depth is 0.4m, bore angle is vertical with the outer surface of damaged cave eaves;
2. with air compressor machine, the dust in bar planting hole and rubble are cleaned out;
3. configure in epoxy anchoring adhesive and modified portland cement-G type injection bar planting hole;
4. implant in bar planting hole by the stainless steel anchor pole through antiseptic Ф 18mm, then maintenance, the implantation density of stainless steel anchor pole is consistent with the real size needing to repair with outside length in reserve.
5. the restorative procedure of Cave Temple stone inscription cave according to claim 1 eaves, is characterized in that: in described step (6), using modified portland cement-M type as cast-in-place slurry.
6. the restorative procedure of Cave Temple stone inscription cave according to claim 1 eaves, is characterized in that: in described step (9), uses the surface of hydrophober to the outer web area after maintenance to carry out waterproofing work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310630157.8A CN104675135B (en) | 2013-11-29 | 2013-11-29 | Repairing method of carved stone cave eaves of stone cave temple |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310630157.8A CN104675135B (en) | 2013-11-29 | 2013-11-29 | Repairing method of carved stone cave eaves of stone cave temple |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104675135A true CN104675135A (en) | 2015-06-03 |
| CN104675135B CN104675135B (en) | 2017-01-25 |
Family
ID=53310679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310630157.8A Active CN104675135B (en) | 2013-11-29 | 2013-11-29 | Repairing method of carved stone cave eaves of stone cave temple |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104675135B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781143A (en) * | 2016-04-29 | 2016-07-20 | 华北水利水电大学 | Device and method for reinforcing concrete shear wall by FRP (fiber reinforced plastics) |
| CN107386675A (en) * | 2017-06-13 | 2017-11-24 | 陈亦文 | Non-load-bearing concrete strengthening member restorative procedure |
| CN109868791A (en) * | 2019-01-15 | 2019-06-11 | 北京国电水利电力工程有限公司 | The fining grout construction method of cultural relic protection project rock mass microfissure water |
| CN109881695A (en) * | 2019-01-15 | 2019-06-14 | 北京国电水利电力工程有限公司 | The drilling cleaning method of cultural relic protection project rock mass impervious grouting |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09235896A (en) * | 1996-03-01 | 1997-09-09 | Wakayama Pref Gov Amamori Kensa Kyodo Kumiai | Repairing method of rain leaking point of building |
| CN1721640A (en) * | 2004-07-16 | 2006-01-18 | 杨全明 | Method for making building ornament |
| CN101949191A (en) * | 2010-09-06 | 2011-01-19 | 中国建筑第八工程局有限公司 | Method for constructing unsupported super-long irregularly-shaped overhanging floor |
| CN203049937U (en) * | 2012-10-29 | 2013-07-10 | 上海建为建筑修缮工程有限公司 | Waterproof structure of traditional grey tile roof |
-
2013
- 2013-11-29 CN CN201310630157.8A patent/CN104675135B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09235896A (en) * | 1996-03-01 | 1997-09-09 | Wakayama Pref Gov Amamori Kensa Kyodo Kumiai | Repairing method of rain leaking point of building |
| CN1721640A (en) * | 2004-07-16 | 2006-01-18 | 杨全明 | Method for making building ornament |
| CN101949191A (en) * | 2010-09-06 | 2011-01-19 | 中国建筑第八工程局有限公司 | Method for constructing unsupported super-long irregularly-shaped overhanging floor |
| CN203049937U (en) * | 2012-10-29 | 2013-07-10 | 上海建为建筑修缮工程有限公司 | Waterproof structure of traditional grey tile roof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781143A (en) * | 2016-04-29 | 2016-07-20 | 华北水利水电大学 | Device and method for reinforcing concrete shear wall by FRP (fiber reinforced plastics) |
| CN107386675A (en) * | 2017-06-13 | 2017-11-24 | 陈亦文 | Non-load-bearing concrete strengthening member restorative procedure |
| CN109868791A (en) * | 2019-01-15 | 2019-06-11 | 北京国电水利电力工程有限公司 | The fining grout construction method of cultural relic protection project rock mass microfissure water |
| CN109881695A (en) * | 2019-01-15 | 2019-06-14 | 北京国电水利电力工程有限公司 | The drilling cleaning method of cultural relic protection project rock mass impervious grouting |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104675135B (en) | 2017-01-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107989401B (en) | Existing building outer wall reconstruction structure and construction method | |
| CN103266767B (en) | Construction method for preventing and treating cracks between concrete structure and filler wall | |
| CN108755333B (en) | Road and bridge crack repairing device and method | |
| CN111042570B (en) | Repairing construction method for fresh water brick wall of ancient building | |
| CN103590619A (en) | Construction method for repairing old brick wall | |
| CN104153400B (en) | A kind of construction method of soft foundation pouring pile head waterproof | |
| CN104675135B (en) | Repairing method of carved stone cave eaves of stone cave temple | |
| CN108104502A (en) | Ancient building brick wall surface protection and crack repairing method based on structural integrity | |
| CN110512892B (en) | Construction method for repairing existing ancient city wall | |
| CN104153401A (en) | Waterproof construction method for anti-floating anchor rods | |
| CN203654485U (en) | Polyurethane foam plugging structure for bolt hole of shear wall | |
| CN108560949A (en) | Adobe wall alien invasion ruggedized construction and adobe wall alien invasion reinforcement means | |
| CN105649235A (en) | Construction technique for MS dense thin-wall building block filling | |
| CN105019675B (en) | Repairing construction method for grey brick outer wall of ancient building | |
| CN103590508B (en) | A kind of construction method of composite thermal-insulating wall | |
| CN104890434A (en) | Plastic-stone landscape making method | |
| CN103572786B (en) | A kind of pile crown node waterproof treating apparatus and construction method thereof | |
| CN204418229U (en) | Poured band of outer wall of basement concrete draw-in groove | |
| CN203684721U (en) | Construction structure for repairing of old brick wall | |
| CN104763158B (en) | Tenon joint type light-weight aggregate chained block construction method | |
| CN110777854A (en) | High-rise building basement roof structure, waterproof coiled material and construction method for protecting layer to survive in one step | |
| CN102587543B (en) | Building shading cast-in-place concrete lattice wall and construction method thereof | |
| CN104746873A (en) | Novel GRC cement board molding bed construction method | |
| CN115030556A (en) | Method for repairing and reinforcing exposed brick exterior wall old building | |
| CN108547306A (en) | A kind of building waste block stone does the construction method of bank protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |