CN104675135B - 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
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- CN104675135B CN104675135B CN201310630157.8A CN201310630157A CN104675135B CN 104675135 B CN104675135 B CN 104675135B CN 201310630157 A CN201310630157 A CN 201310630157A CN 104675135 B CN104675135 B CN 104675135B
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- Prior art keywords
- cave
- eaves
- damaged
- stone
- temple
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- 239000004575 stone Substances 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 27
- 239000010935 stainless steel Substances 0.000 claims abstract description 27
- 238000012423 maintenance Methods 0.000 claims abstract description 21
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 6
- 239000004917 carbon fiber Substances 0.000 claims abstract description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 6
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000004078 waterproofing Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 230000008439 repair process Effects 0.000 abstract description 3
- 239000011440 grout Substances 0.000 abstract description 2
- 238000005266 casting Methods 0.000 abstract 1
- 238000004140 cleaning Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 239000011398 Portland cement Substances 0.000 description 16
- 239000000463 material Substances 0.000 description 15
- 230000006378 damage Effects 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000005553 drilling Methods 0.000 description 4
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 239000004593 Epoxy Substances 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000002421 anti-septic effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000007943 implant Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 241000283898 Ovis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000006004 Quartz sand Substances 0.000 description 1
- 238000003916 acid precipitation Methods 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002441 reversible effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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 a kind of restorative procedure of Cave Temple stone inscription cave eaves, more particularly, to a kind of glutenite Cave Temple stone inscription cave
The reparation of eaves.
Background technology
The Cave Temple is the highly important cultural heritage of China, and distribution is wide, quantity is many, and most cuttings are in precipice by a stream in front and a hill at the back
On, the quantity of wherein glutenite Cave Temple stone inscription is particularly huge.In the very long history years, weather invasion and attack, subsoil water ooze
Thoroughly, the impact of the factor such as climate change and earthquake and artificial destruction, receive different degrees of destruction.Wreck in the Cave Temple
Numerous reasons in, infiltration is a major reason, it can the easily soluble component such as cement in corrosion stone inscription (also referred to as stone carving),
Increase and insertion crack, accelerate the air slaking of stone inscription, in the erosion of stone inscription surface forming salt, grow harmful organism etc..In chemical industry
Flourishing Acid Rain Pollution is particularly acute now, therefore, administers water damage very urgent for the protection of Cave Temple stone inscription.
Currently for the water hazard prediction of Cave Temple stone inscription, both at home and abroad many to build based on protective building, wherein most common
Way be to build rain-proof shed, timber structure cave eaves, though such method can be keeped out wind and rain, destroy the overall wind of Cave Temple stone inscription
Looks, and very big to the destruction of precipice body when constructing.
Content of the invention
The purpose of the present invention is that the restorative procedure providing a kind of Cave Temple stone inscription cave eaves in order to solve the above problems.
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) crack to the Cave Temple damaged cave eaves and outer surface are cleaned processing；
(2) grouting maintenance into crack；
(3) it is inserted into carbon fiber anchor pole to damaged cave eaves, do not stay exposed parts；
(4) it is inserted into stainless steel anchor rod to damaged cave eaves, outside length in reserve is consistent with needing the actual size repaired；
(5) arranged net formation Intranet in the outside reserved part of many stainless steel anchor rods with stainless steel silk, the outside of Intranet is also
It is reserved with a bit of of stainless steel anchor rod；
(6) interior web area is carried out with module and cast-in-situ a maintenance；
(7) with stainless steel silk in Intranet outside stainless steel anchor rod on arrange net formation outer net, the outer end position of stainless steel anchor rod
In outer web area；
(8) externally web area inserts mortar modelled after an antique maintenance；
(9) water-proofing treatment is carried out to the surface of the outer web area after maintenance, complete the reparation of Cave Temple stone inscription cave eaves.
Specifically, in described step (2), pour into modified portland cement g type into crack.
Described step (3) comprises the following steps:
1. interval 250mm～300mm setting mark for dowel hold on the eaves of damaged cave；
2. reinforced hole, a diameter of 12mm of reinforced hole are bored at mark for dowel hold using shockproof rig, depth is 300mm；
3. cleared up to reinforcing in the hole using compressed air, remove stone powder and dirt；
4. irrigated to reinforcing in the hole using modified portland cement g type；
5. insert carbon fiber anchor pole to all burying, and must not have exposed parts, then maintenance.
Described step (4) comprises the following steps:
The outer surface of the bar planting hole being 1. 0.4m with drilling rod drilling depth on the eaves of damaged cave, bore angle and damaged cave eaves
Vertically；
2. with air compressor machine, the dust of bar planting in the hole and rubble are cleaned out；
3. configuration epoxy anchoring adhesive and modified portland cement g type injection bar planting in the hole；
4. by the stainless steel anchor rod implantation bar planting in the hole through antiseptic ф 18mm, then maintenance, stainless steel anchor rod
Implant density consistent with the actual size needing reparation with outside length in reserve.
In described step (6), using modified portland cement m type as cast-in-place slurry.
In described step (9), using hydrophober, water-proofing treatment is carried out to the surface of the outer web area after maintenance.
In above-mentioned material, mortar main component modelled after an antique is volcanic ash and quartz sand, its color, texture and chemical composition and sand
Conglomerate is similar, does not reject with rock body, and outward appearance is coordinated it is adaptable to the repairing of glutenite；Modified portland cement g type and changing
Property portland cement m type is all high-performance composite grout, and it is with inorganic ultrafine Binder Materials (main component is as silicate)
For base material, it is aided with multiple macromolecular materials and is formulated.
The beneficial effects of the present invention is:
The present invention follows and does not change historical relic original state, minimal intervention and reversible principle, by damaged Cave Temple stone inscription cave
Eaves has carried out completion reparation, the stone inscription environmental harmony of the cave eaves after reparation and periphery, has effectively prevented and treated water damage to Cave Temple stone inscription
Impact, significant for the speed delaying Cave Temple stone inscription air slaking, filled up that Cave Temple stone inscription cave eaves is repaired one
Individual blank, is particularly suited for the reparation of glutenite Cave Temple stone inscription cave eaves, also can be in the case of to slurry composition slight changes
Cave Temple stone inscription cave eaves for other quality or the reparation at other position, such as, it may also be used for glutenite Cave Temple stone inscription
The reparation of cave wall, cave edge and cave bottom.
Brief description
Fig. 1 is the cave eaves structural representation involved by restorative procedure of Cave Temple stone inscription cave of the present invention eaves.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings:
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 to it comprehensively, can lead to rainwater to penetrate into stone inscription, thus causing the damage of stone artifact,
So needing damaged cave eaves 1 is repaired；Be original grouting material 11 in damaged cave eaves 1, the performance of grouting material 11 with change
Property portland cement g type is all consistent with modified portland cement m type.So, from modified portland cement g type and changing
Property portland cement m type is as the grouting material in following repair processes.Wherein, modified portland cement g type is used when using
The water yield is 25～32%, has the characteristics that good fluidity, microdilatancy it is adaptable to reinforcing engineering, is in the milk and bar planting；Modified Portland
It is 15～16% that cement m type uses hourly water consumption, has the characteristics that microdilatancy, micro- contraction, and its intensity is high, durability is above
Normal concrete is it is adaptable to closing and voids and pits are repaired.
Reparation to damaged cave eaves 1 comprises the following steps:
(1) crack to damaged cave eaves 1 and outer surface are cleaned processing: with bamboo knife, the soft brush of Pilus Caprae seu Oviss and dental tool
Will be clean to the crack of damaged cave eaves 1 and outside (right side of in figure) removing surface；
(2) g type grouting material maintenance are poured into into crack；
(3) it is inserted into carbon fiber anchor pole to damaged cave eaves, specifically comprise the following steps that
1. interval 250mm～300mm setting mark for dowel hold on damaged cave eaves 1；
2. reinforced hole (not shown), a diameter of 12mm of reinforced hole, depth are bored at mark for dowel hold using shockproof rig
Spend for 300mm；
3. cleared up to reinforcing in the hole using compressed air, remove stone powder and dirt；
4. irrigated to reinforcing in the hole using modified portland cement g type；
5. insert carbon fiber anchor pole 12 to all burying, and must not have exposed parts, then maintenance；
(4) it is inserted into stainless steel anchor rod 13 to damaged cave eaves 1, specifically comprise the following steps that
1. the bar planting hole (not shown) being 0.4m with drilling rod drilling depth on damaged cave eaves 1, bore angle and damaged cave
The outer surface of eaves 1 is vertical；
2. with air compressor machine, the dust of bar planting in the hole and rubble are cleaned out；
3. configuration epoxy anchoring adhesive and modified portland cement g type injection bar planting in the hole；
4. the stainless steel anchor rod 13 through antiseptic ф 18mm is implanted bar planting in the hole, then maintenance, rustless steel anchor
The implant density of bar 13 is consistent with needing the actual size repaired with outside length in reserve；
(5) with stainless steel silk many stainless steel anchor rods 13 outside reserved part arrange net formation Intranet 21, Intranet 21
Outside is also reserved with a bit of of stainless steel anchor rod 13；
(6) region that Intranet 21 is located carries out module and cast-in-situ a maintenance, cast-in-place during modified portland cement m type
As cast-in-place grouting material；
(7) with stainless steel silk in Intranet 21 outside stainless steel anchor rod 13 on arrange net formation outer net 23, stainless steel anchor rod 13
Outer end be located at outer net 23 be located region in；
(8) the region injection mortar 24 modelled after an antique outer net 23 being located maintenance；
(9) using hydrophober, water-proofing treatment is carried out to the surface of outer net 23 region after maintenance, complete damaged cave eaves 1
Reparation.After reparation, extension cave eaves 2 is connected as entirety with damaged cave eaves 1 and color coordination is consistent, becomes new Cave Temple stone inscription
Cave eaves, compared with the eaves of original stone inscription cave, new stone inscription cave eaves remains in that its antique original appearance, for delaying the Cave Temple
The speed of stone inscription air slaking is significant, has effectively prevented and treated the impact to Cave Temple stone inscription for the water damage.
Above-described embodiment is presently preferred embodiments of the present invention, is not the restriction to technical solution of the present invention, such as: to
The grouting material pouring in crack also can not adopt modified portland cement g type, as long as can be with the injection material of damaged cave eaves
Material preferably combines；The size in reinforced hole and bar planting hole can also change；The cast-in-place grouting material of bar planting in the hole also can not be adopted
With modified portland cement m type, as long as preferably can combine with the grouting material of damaged cave eaves；Water-proofing treatment also can be adopted
With the other materials beyond hydrophober；As long as the skill that can realize on the basis of above-described embodiment without creative work
Art scheme, in the rights protection scope being regarded as fall into patent of the present invention.
Claims (2)
1. a kind of Cave Temple stone inscription cave eaves restorative procedure it is characterised in that: comprise the following steps:
(1) crack to the Cave Temple damaged cave eaves and outer surface are cleaned processing；
(2) grouting maintenance into crack；
(3) it is inserted into carbon fiber anchor pole to damaged cave eaves, do not stay exposed parts；
(4) it is inserted into stainless steel anchor rod to damaged cave eaves, outside length in reserve is consistent with needing the actual size repaired；
(5) arranged net formation Intranet in the outside reserved part of many stainless steel anchor rods with steel wire, the outside of Intranet is also reserved with not
Become rusty a bit of of steel anchor rod；
(6) interior web area is carried out with module and cast-in-situ a maintenance；
(7) with stainless steel silk in Intranet outside stainless steel anchor rod on arrange net formation outer net, the outer end of stainless steel anchor rod is located at outer
In web area；
(8) externally web area inserts mortar modelled after an antique maintenance；
(9) water-proofing treatment is carried out to the surface of the outer web area after maintenance, complete the reparation of Cave Temple stone inscription cave eaves.
2. Cave Temple stone inscription cave according to claim 1 eaves restorative procedure it is characterised in that: in described step (9), make
With hydrophober, water-proofing treatment is carried out to the surface of the outer web area after maintenance.
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 |
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| Publication Number | Publication Date |
|---|---|
| CN104675135A CN104675135A (en) | 2015-06-03 |
| CN104675135B true CN104675135B (en) | 2017-01-25 |
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| CN201310630157.8A Expired - Fee Related CN104675135B (en) | 2013-11-29 | 2013-11-29 | Repairing method of carved stone cave eaves of stone cave temple |
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Families Citing this family (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 (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Family Cites Families (1)
| 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 |
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2013
- 2013-11-29 CN CN201310630157.8A patent/CN104675135B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| CN104675135A (en) | 2015-06-03 |
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