CN100455758C - Method of allopatric protection strengthening for underground ruins at moisture environment - Google Patents
Method of allopatric protection strengthening for underground ruins at moisture environment Download PDFInfo
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- CN100455758C CN100455758C CNB2006100884402A CN200610088440A CN100455758C CN 100455758 C CN100455758 C CN 100455758C CN B2006100884402 A CNB2006100884402 A CN B2006100884402A CN 200610088440 A CN200610088440 A CN 200610088440A CN 100455758 C CN100455758 C CN 100455758C
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Abstract
A method of reinforcing soil ruins under moisture environment for allopatry protection includes reinforcing surface of soil ruins by spraying water soluble resin on said surface, reinforcing sludge in flow-plastic state by utilizing polymer cement size to seal outer wall and by injecting water soluble polyurethane material, cutting four walls of soil ruins by flat spade, inserting steel plate into base of ruins bottom by utilizing jack and pushing channel steels into said base, welding steel plate with steel channel then carrying out foaming state fixture on surface of soil ruins by utilizing polymer material.
Description
Technical field
The present invention relates to a kind of historical relic's protection method, particularly a kind of reinforcement means to the underground ruins at moisture environment allopatric protection.
Background technology
Aspect historical relic's protection, be very difficult thing particularly to strange land, the native ruins reinforcement protection under the wet environment always.The factor that influences underground ruins at moisture environment strange land resettlement reinforcement protection mainly is that the mud adhesion in the native ruins of humidity does not have intensity, can be out of shape during resettlement, also makes the surperficial remains on it also lose support.If dry or make its drying in moist native ruins, then during the resettlement of strange land, native ruins cracking has destroyed the original appearance in native ruins, does not meet the principle and the requirement of " restoring the old as the old " of " Law For the Preservation of Antiques " regulation again.
Before the present invention, people adopt surfaces, compacted soil ruins such as polyvinyl acetate emulsion, polyvinyl alcohol, organosilicon, acrylic resin, aqueous epoxy resins, water glass, ethyl orthosilicate, adopt the surperficial remains on the fixing native ruins of expanded materials such as gypsum or polyurethane again.And for the native ruins people of humidity just have only must wait its soil to do after, could realize moving, carry out allopatric protection, put into indoor.But there is very obvious defects in this method, the one, and polyvinyl acetate emulsion, polyvinyl alcohol, organosilicon, acrylic resin, aqueous epoxy resins, water glass, ethyl orthosilicate etc. can make native ruins flake, darken or turn black, and destroy historical relic; The 2nd, gypsum surperficial remains of easily damaging, and weight is too heavy, is unfavorable for the strange land resettlement the most important thing is highly moist native ruins not significantly effect and effect; In the inlet chamber, broken away from original ecological environment behind the moist native ruins allopatric protection, thereby native ruins are out of shape very easily, ftractures, thereby changed the original appearance in native ruins, this be historical relic's protection unallowed.
Summary of the invention
Purpose of the present invention just is to overcome above-mentioned defective, develops a kind of moist native ruins method of allopatric protection strengthening that meets historical relic's protection principle and requirement.
Technical scheme of the present invention is:
Method of allopatric protection strengthening for underground ruins at moisture environment, its major technique step is
(1) surface reinforces:
To native ruins surface sprinkling water-soluble silicon third or fluorine silicon resin, the surperficial remains on the native ruins are reinforced;
(2) mud is reinforced:
Convection current plastic state mud to wherein inserting the reinforcement material slurry casting machine, surrounds with plate all around, with high-molecular cement slurry shutoff outer wall, injects the soluble polyurethane chemical material by the reinforcement material slurry casting machine with high-pressure pump in stream plastic state mud then; Or
To the mouldable state mud, insert the reinforcement material slurry casting machine therein, in the mouldable state mud, inject inorganic reinforcing material by the reinforcement material slurry casting machine with high-pressure pump then;
(3) segmentation cutting:
With flat grafter native ruins wall is cut;
(4) steel plate inserts and cuts off:
Earlier from the intermediate point in ruins, with jack steel board is inserted ruins basic unit bottom along middle to both sides are equidistant then, to cut off and the getting in touch of the soil body, then, with jack channel-section steel is headed into bottom, native ruins successively along guide groove, guide plate again, last, channel-section steel, steel plate is integrally welded;
(5) the solid shape of expanded material:
On surface, native ruins, the lip-deep surperficial remains in native ruins, consolidate shape with the macromolecular material foaming.
Advantage of the present invention and effect have been to propose a kind of reinforcement means of effective underground ruins at moisture environment allopatric protection, do not destroy historical relic itself, make underground ruins at moisture environment obtain allopatric protection under " restoring the old as the old " principle, keep original appearance.The present invention method is simple, cost is low, is suitable for promoting.
Other advantages of the present invention and effect will continue to describe below.
Description of drawings
Fig. 1---at native ruins surface sprinkling water-soluble silicon third or fluorine silicon resin figure.
Fig. 2---convection current plastic state mud adopts cement injection measure figure.
Fig. 3---the mouldable state mud is adopted chemical grouting measure figure.
Fig. 4---to the native ruins segmentation of humidity cutting drawing.
Fig. 5---steel plate inserts and cuts off welded construction figure.
Fig. 6---the shape schematic diagram is consolidated with expanded material in the surface, native ruins after the cutting welding.
2～10 millimeters reinforcement material slurry casting machine structure charts that do not wait of Fig. 7---interior diameter.
Fig. 8---the grouting port eyelet schematic diagram of a plurality of 2～5 mm dias is arranged on the reinforcement material slurry casting machine.
The specific embodiment
At first, the underground ruins at moisture environment surface is reinforced:
Promptly, make its surface cure to underground ruins at moisture environment surface sprinkling water-soluble silicon third or fluorine silicon resin, indeformable; Then the surperficial remains on the native ruins are reinforced.As shown in Figure 1.
Secondly, mud is reinforced:
If moist soil is stream plastic state mud, then to wherein inserting the reinforcement material slurry casting machine, the reinforcement material slurry casting machine adopts the pipe of 2～10 millimeters of interior diameters, and the centre is empty, and it is provided with the grouting port eyelet of a plurality of 2～5 mm dias; To surround with plate around the humidity soil; Add cement slurry shutoff outer wall with 1～5 part of potassium bichromate, 1～5 part in copper sulphate, 1～5 part in ferrous sulfate, 1～5 part of potassium chrome alum, 1～5 part in alum, 400 parts of water glass, 60 parts in water and No. 425 cement furnishing macromolecules; Inject the soluble polyurethane chemical material with high-pressure pump by the reinforcement material slurry casting machine then, the soluble polyurethane chemical material is the macromolecular material that carries out chemical synthesis by multicyanate esters and multi-hydroxy polyether, as shown in Figure 2; Perhaps if the mouldable state mud, then to wherein inserting the reinforcement material slurry casting machine, in the mouldable state mud, inject the mixture of whitewash, barium hydroxide, water glass, fluosilicate with high-pressure pump by the reinforcement material slurry casting machine then, import carbon dioxide again, carry out the catalysis consolidation.As shown in Figure 3.
Once more, the segmentation integral cutting is adopted in the native ruins of humidity:
With flat grafter native ruins wall is cut, guarantee that tangent plane is horizontal vertically flat, as shown in Figure 4.
The 4th, adopt steel plate to insert in bottom, the native ruins of humidity and cut off:
Earlier from the ruins intermediate point, equidistant every 30 centimetres by intermediate point then to both sides, with jack steel board is inserted ruins basic unit bottom, with getting in touch of the partition and the soil body, then, with jack channel-section steel is headed into bottom, native ruins successively along guide groove, guide plate again, last, channel-section steel, steel plate is integrally welded, as shown in Figure 5; In order to prevent that channel-section steel up and down or the direction of insertion of left and right deviation design, after the native ruins part that the steel plate partition will be moved, the steel plate that exposes is guide plate, guide groove is that one of welding earlier equates with guide plate length and to be equal to or less than the T font steel of channel-section steel internal diameter rectangular on guide plate, again on steel plate a plurality of L barbs of welding be " type; form the L of both sides barb, with the control channel-section steel head into about bottom, native ruins, up and down direction.
At last, the solid shape of expanded material is adopted on the surface after the integral cutting of the native ruins of humidity:
On surface, native ruins, the lip-deep surperficial remains in native ruins, cover surface, native ruins and surface, native ruins upper surface remains respectively with 1～2 layer of rice paper earlier; Sponge on the rice paper upper berth covers 1～2 layer of plastic sheeting again on sponge then, at last with the solid shape of macromolecular material foaming.Can start shipment, put into the indoor better allopatric protection that carries out, as shown in Figure 6.
Reinforcement material slurry casting machine structure such as Fig. 7, shown in Figure 8.
The present invention is very practical in practice, can carry out repeatedly on different native ruins, and is respond well.
The scope that the present invention asks for protection is not limited only to the description of this specific embodiment.
Claims (8)
1. method of allopatric protection strengthening for underground ruins at moisture environment the steps include:
(1) surface reinforces:
To native ruins surface sprinkling water-soluble silicon third or fluorine silicon resin, the surperficial remains on the native ruins are reinforced;
(2) mud is reinforced:
Convection current plastic state mud to wherein inserting the reinforcement material slurry casting machine, surrounds with plate all around, with high-molecular cement slurry shutoff outer wall, injects the soluble polyurethane chemical material by the reinforcement material slurry casting machine with high-pressure pump in stream plastic state mud then; Or
To the mouldable state mud, insert the reinforcement material slurry casting machine therein, in the mouldable state mud, inject inorganic reinforcing material by the reinforcement material slurry casting machine with high-pressure pump then;
(3) segmentation cutting:
With flat grafter native ruins wall is cut;
(4) steel plate inserts and cuts off:
Earlier from the intermediate point in ruins, with jack steel board is inserted ruins basic unit bottom along middle to both sides are equidistant then, to cut off and the getting in touch of the soil body, then, with jack channel-section steel is headed into bottom, native ruins successively along guide groove, guide plate again, last, channel-section steel, steel plate is integrally welded;
(5) the solid shape of expanded material:
On surface, native ruins, the lip-deep surperficial remains in native ruins, consolidate shape with the macromolecular material foaming.
2. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1 is characterized in that the reinforcement material slurry casting machine that inserts in the mouldable state mud is a pipe, and the centre is empty, is provided with a plurality of slip casting eyelets around it.
3. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1; it is characterized in that with the high-molecular cement slurry it being the mixture of potassium bichromate, copper sulphate, ferrous sulfate, potassium chrome alum, alum, water glass, water, the slurry that is stirred in cement.
4. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1; it is characterized in that the inorganic reinforcing material that injects is the mixture of whitewash, barium hydroxide, water glass, fluosilicate in the mouldable state mud; import carbon dioxide again, carry out the catalysis consolidation.
5. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1 is characterized in that covering one deck rice paper on surface, native ruins, the lip-deep surperficial remains in native ruins, sponge on the rice paper upper berth is consolidated shape with expanded material more again.
6. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1 is characterized in that the soluble polyurethane chemical material that the reinforcement material slurry casting machine injects is the macromolecular material that carries out chemical synthesis by multicyanate esters and multi-hydroxy polyether in stream plastic state mud.
7. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1 is characterized in that in steel plate insert to cut off step, by intermediate point to both sides every 30 centimetres equidistant, with jack steel board is inserted ruins basic unit bottom.
8. method of allopatric protection strengthening for underground ruins at moisture environment according to claim 1; it is characterized in that inserting in the partition step at steel plate; after the native ruins part that the steel plate partition will be moved; the steel plate that exposes is guide plate; guide groove is that one of welding earlier equates with guide plate length and to be equal to or less than the T font steel of channel-section steel internal diameter rectangular on guide plate; again on steel plate a plurality of L barbs of welding be " type forms the L of both sides barb, with the control channel-section steel head into about bottom, native ruins, up and down direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100884402A CN100455758C (en) | 2006-08-23 | 2006-08-23 | Method of allopatric protection strengthening for underground ruins at moisture environment |
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| CNB2006100884402A CN100455758C (en) | 2006-08-23 | 2006-08-23 | Method of allopatric protection strengthening for underground ruins at moisture environment |
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| CN1912316A CN1912316A (en) | 2007-02-14 |
| CN100455758C true CN100455758C (en) | 2009-01-28 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101318830B (en) * | 2008-07-17 | 2012-04-25 | 湖北省博物馆 | Method for reinforcing and protecting high-water content soil historic relics based on solid crystal hydrophobic material |
| CN106049896A (en) * | 2016-07-28 | 2016-10-26 | 江苏正方园建设集团有限公司 | Dismantling method for resisting impact load in high-altitude overhanging steel-structure-platform dismantling process |
| CN108221529A (en) * | 2018-01-15 | 2018-06-29 | 赤峰诚联市政工程有限责任公司 | Urban road mud base squeezes curing construction method |
| CN111622525B (en) * | 2020-05-26 | 2022-02-01 | 中铁大桥科学研究院有限公司 | Thin-wall high-rise hollow tower column cultural relic displacement safety protection method |
| CN111875326A (en) * | 2020-07-31 | 2020-11-03 | 新疆新工勘岩土工程勘察设计院有限公司 | Reinforcing material for earthen site and preparation method and application thereof |
| CN113611202B (en) * | 2021-08-21 | 2023-03-24 | 武汉点土石金环保科技有限公司 | Archaeological stratum section simulation display construction process and archaeological stratum section model |
| CN115341555B (en) * | 2022-05-23 | 2024-01-26 | 郑州明弘科技有限公司 | Invisible reinforcing structure and method for ancient ruined cultural layer |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5581936A (en) * | 1978-12-18 | 1980-06-20 | Kenzaishiya:Kk | Moving method of historical relics |
| CN1544761A (en) * | 2003-11-12 | 2004-11-10 | 浙江大学 | Reinforcing agent for soil ruins skin layer in humid environment and reinforcement method thereof |
| CN1693588A (en) * | 2005-06-23 | 2005-11-09 | 李最雄 | Solidifying agent and solidifying technology for earth ruins |
| CN1718936A (en) * | 2005-07-28 | 2006-01-11 | 浙江大学 | Water proofing and reinforcing method of humid environment soil relics |
-
2006
- 2006-08-23 CN CNB2006100884402A patent/CN100455758C/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5581936A (en) * | 1978-12-18 | 1980-06-20 | Kenzaishiya:Kk | Moving method of historical relics |
| CN1544761A (en) * | 2003-11-12 | 2004-11-10 | 浙江大学 | Reinforcing agent for soil ruins skin layer in humid environment and reinforcement method thereof |
| CN1693588A (en) * | 2005-06-23 | 2005-11-09 | 李最雄 | Solidifying agent and solidifying technology for earth ruins |
| CN1718936A (en) * | 2005-07-28 | 2006-01-11 | 浙江大学 | Water proofing and reinforcing method of humid environment soil relics |
Non-Patent Citations (4)
| Title |
|---|
| 土坑墓整体切割与搬迁. 张光敏.文物保护与考古科学，第16卷第3期. 2004 |
| 土坑墓整体切割与搬迁. 张光敏.文物保护与考古科学，第16卷第3期. 2004 * |
| 有机硅改性丙烯酸树脂非水分散体的制备及在土遗址保护中的试用. 周双林，原思训.文物保护与考古科学，第16卷第4期. 2004 |
| 有机硅改性丙烯酸树脂非水分散体的制备及在土遗址保护中的试用. 周双林，原思训.文物保护与考古科学，第16卷第4期. 2004 * |
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Granted publication date: 20090128 Termination date: 20110823 |