CN105625265B - A kind of analysis on aqueduct structure and its aqueduct restorative procedure of antiseep - Google Patents

A kind of analysis on aqueduct structure and its aqueduct restorative procedure of antiseep Download PDF

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Publication number
CN105625265B
CN105625265B CN201610075592.2A CN201610075592A CN105625265B CN 105625265 B CN105625265 B CN 105625265B CN 201610075592 A CN201610075592 A CN 201610075592A CN 105625265 B CN105625265 B CN 105625265B
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China
Prior art keywords
aqueduct
bushing
ontology
analysis
extensible member
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CN105625265A (en
Inventor
钟正勇
黄春华
刘文立
刘元飞
袁明道
马定球
陈炜新
吴峥斌
徐云乾
陈竖鸿
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Guangdong Province's Water Conservancy And Hydropower 3rd Co Ltd Of Engineering Bureau
Guangdong Research Institute of Water Resources and Hydropower
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Guangdong Province's Water Conservancy And Hydropower 3rd Co Ltd Of Engineering Bureau
Guangdong Research Institute of Water Resources and Hydropower
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/08Details, e.g. gates, screens

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to hydraulic engineering technical fields, disclose a kind of analysis on aqueduct structure of antiseep, including at least one aqueduct ontology, further include adapting to the intrinsic bushing of aqueduct, it is provided with concrete layer between the bushing and the inner wall of aqueduct ontology, the bushing is provided with the grouting plug for filling concrete, and the bushing is fixedly connected with aqueduct ontology.This analysis on aqueduct structure is in the milk to form concrete layer in conjunction with bushing on the basis of original old aqueduct, which forms reinforcement effect to aqueduct, and the bushing forms the effect of antiseepage leakproof, and simple in structure, easy to assembly, leak resistance is good;The influence to aqueduct flow surface can be maximally reduced, the load-bearing of aqueduct is also maximally reduced;In addition, the present invention also provides a kind of aqueduct restorative procedure, old aqueduct is repaired using this restorative procedure, this restorative procedure has the advantages that reparation speed is fast, efficient.

Description

A kind of analysis on aqueduct structure and its aqueduct restorative procedure of antiseep
Technical field
The present invention relates to the analysis on aqueduct structure and its aqueduct reparation side of hydraulic engineering technical field more particularly to a kind of antiseep Method.
Background technology
Aqueduct refers to water channel, channel, be fluid by channel, in general, especially common on water conservancy projects, such as:Water Library, power station, dam etc. are both provided with aqueduct, currently, being built a large amount of in the rural area in China or urban area, last century Aqueduct is still applied to field irrigation, sluicing, these aqueducts are largely built using concrete etc., by many decades It uses, most of gool is in bad repair with age and leaks, and certainly, for the rarely needed aqueduct in part, can pass through The mode that water body is overhauled is drained to repair, but for the important aqueduct in part due to the use of frequent or throughout the year all in using State is overhauled if it is allowed to stop using, it is clear that is affected, in view of this, inventor has made improvement.
Invention content
In view of the deficiencies of the prior art, an object of the present invention:It is to provide a kind of analysis on aqueduct structure of antiseep, originally crosses Slot structure has the advantages that simple in structure, easy to assembly and leak resistance is good;The second object of the present invention:It is that providing one kind crosses Slot restorative procedure can improve remediation efficiency using this restorative procedure, and not influence the normal use of aqueduct when repairing.
To achieve the above object, the analysis on aqueduct structure of a kind of antiseep of the invention, including at least one aqueduct ontology, are also wrapped It includes and adapts to the intrinsic bushing of aqueduct, concrete layer, the bushing are provided between the bushing and the inner wall of aqueduct ontology It is provided with the grouting plug for filling concrete, the bushing is fixedly connected with aqueduct ontology.
Further, grouting baffle is provided on the outside of the bushing, the grouting baffle is abutted with aqueduct ontology.
Further, the junction of the bushing is installed with extensible member.
Preferably, the aqueduct ontology is provided with multiple, it is provided between each two aqueduct ontology for accommodating flexible The expansion joint of part.
Preferably, the extensible member is copper piece or rubber parts, the extensible member is also connected with the first bolt, first spiral shell Bolt is connect across extensible member with bushing.
Further, be provided with pressing plate above the extensible member, the first screw bolt passes pressing plate, extensible member with Bushing connects.
Further, the bushing includes sequentially connected first side plate, bottom plate and the second side plate, the aqueduct ontology dress Equipped with expansion bolt, first side plate, bottom plate or/and the second side plate are connect by expansion bolt with aqueduct ontology.
Further, the bushing is steel plate, plastic plate or glass epoxy.
The present invention also provides a kind of restorative procedure of aqueduct, following reparation step is specifically included:
S1. bushing that the inner wall with aqueduct is adapted to is packed into aqueduct and is fixed, and make aqueduct inner wall and bushing it Between have reinforce gap;
S2. the grouting plug of bushing is opened;
S3. concrete grouting is carried out from grouting plug, until concrete is stuffed entirely with gap is reinforced;
S4. the grouting plug of bushing is closed;
S5. it repairs and completes.
Further, in the S1 the step of, the reinforcing gap is semiclosed gap or totally-enclosed gap.
Beneficial effects of the present invention:Compared with prior art, the analysis on aqueduct structure of a kind of antiseep of the invention, this aqueduct knot Structure installs bushing additional on the basis of original old aqueduct, is in the milk to form concrete layer in conjunction with bushing, and the concrete layer is to aqueduct Reinforcement effect is formed, the bushing forms the effect of antiseepage leakproof, this analysis on aqueduct structure is relatively simple, and assembling is also quite convenient, prevents It is good to leak performance;In addition, the present invention also provides a kind of aqueduct restorative procedure, old aqueduct is repaiied using this restorative procedure It answers, in the case where not influencing aqueduct normal use, directly aqueduct is repaired, use, sheet non-interference with repair Restorative procedure has the advantages that reparation speed is fast, efficient.
Description of the drawings
Fig. 1 is the aqueduct portion intercepts figure of the present invention.
Fig. 2 is enlarged drawing at the A of Fig. 1.
Fig. 3 is the aqueduct sectional view of the present invention.
Fig. 4 is enlarged drawing at the B of Fig. 3.
Fig. 5 is enlarged drawing at the C of Fig. 3.
Reference numeral:
Aqueduct ontology -- 1, expansion joint -- 11, expansion bolt -- 12,
Bushing -- 2, be in the milk plug -- and 21, it is discharged plug -- 22,
Be in the milk baffle -- and 23, the first side plate -- 24, bottom plate -- 25,
Second side plate -- 26, concrete layer -- 3, extensible member -- 4,
First bolt -- 41, pressing plate -- 42.
Specific implementation mode
The present invention will be described in detail below in conjunction with the accompanying drawings.
Referring to Fig. 1 to Fig. 5, a kind of analysis on aqueduct structure of antiseep, including at least one aqueduct ontology 1, further include adapting to Bushing 2 in aqueduct ontology 1, is provided with concrete layer 3 between the bushing 2 and the inner wall of aqueduct ontology 1, the bushing 2 is set It is equipped with the grouting plug 21 for filling concrete, the bushing 2 is fixedly connected with aqueduct ontology 1.This analysis on aqueduct structure is in reality In use, first bushing 2 is put into aqueduct ontology 1, bushing 2 and aqueduct ontology 1 are fixed, and make aqueduct ontology 1 and bushing 2 it Between have and reinforce gap, the purpose in the reinforcing gap is to inject concrete grout from grouting plug 21, passes through one in grouting Fixed pressure control makes the full entire reinforcing gap of concrete grout filling, finally closes grouting plug 21, after a certain time, mix Solidifying soil paste, that is, solidifiable forms concrete layer 3.The thickness control of the concrete layer 3 is between 10 ~ 20mm, to greatest extent Influence of the reduction to aqueduct flow surface, also maximally reduce the load-bearing of aqueduct, this analysis on aqueduct structure is in original old aqueduct On the basis of install additional bushing 2, in conjunction with bushing 2 grouting form concrete layer 3, the concrete layer 3 to aqueduct formed reinforcement effect, The bushing 2 forms the effect of antiseepage leakproof, this analysis on aqueduct structure is relatively simple, and assembling is also quite convenient, and leak resistance is good.
It is emphasized that in order to prevent in grouting, the water or air reinforced in gap cause to fill to concrete grout It influences, the bushing 2 is preferably provided with one or more water outlet plugs 22, to make water and air quickly be squeezed by concrete grout Go out.
When aqueduct was in water use state, aqueduct is repaired at this moment, then between bushing 2 and aqueduct ontology 1 Reinforcing gap also will produce flow, in order to further increase grouting effect, the outside of the bushing 2 is provided with grouting baffle 23, the grouting baffle 23 is abutted with aqueduct ontology 1.Under the action of being in the milk baffle 23, grouting baffle 23 prevent flow with compared with Big flow velocity so also forms concrete grout blocking, is conducive to the coagulation forming of concrete grout by reinforcing gap.
In the technical scheme, the junction of the bushing 2 is installed with extensible member 4, which is conducive to two bushings Connection between 2, while when bushing 2 and aqueduct ontology 1 expand with heat and contract with cold, extensible member 4 plays retractility, it is ensured that connection Continue, certainly, the bushing 2 can also be connect using extensible member 4 with other fixing pieces.
In the technical scheme, the aqueduct ontology 1 is provided with multiple, is provided with and is used between each two aqueduct ontology 1 The expansion joint 11 of accommodating extensible member 4.Whole aqueduct is connected in sequence by several sections of aqueduct ontologies 1, and between aqueduct ontology 1 Reserved expansion joint 11, to make aqueduct occur certain can also keep connecting when expanding with heat and contract with cold.
In the technical scheme, the extensible member 4 is copper piece or rubber parts, and the extensible member 4 is also connected with the first bolt 41, First bolt 41 is connect across extensible member 4 with bushing 2.When mounted, it after bushing 2 and aqueduct ontology 1 are fixed, then installs Extensible member 4 and the bushing 2 at both ends are attached by extensible member 4 loaded in expansion joint 11 using the first bolt 41 by extensible member 4 , comparable convenience is installed.
Certainly, in order to improve the installation effect of extensible member 4, the top of the extensible member 4 is provided with pressing plate 42, and described first Bolt 41 sequentially passes through pressing plate 42, extensible member 4 is connect with bushing 2.The pressing plate 42 is concordant with lining slot after mounting, to make flow It passes through, which can also be used material identical with bushing 2 and be made.
In the technical scheme, the bushing 2 includes sequentially connected first side plate 24, bottom plate 25 and the second side plate 26, The aqueduct ontology 1 is installed with expansion bolt 12, and first side plate 24, bottom plate 25 or/and the second side plate 26 pass through expanding screw Bolt 12 is connect with aqueduct ontology 1.In actual installation, after bushing 2 is packed into aqueduct ontology 1, using expansion bolt 12 by bushing 2 Fixation is conducive in this way preferably, expansion bolt 12 is preferably arranged on the side wall of aqueduct ontology 1 by the first side plate 24 and second side plate 26 be fixed.
In the technical scheme, the bushing 2 is steel plate, plastic plate or glass epoxy.When using steel plate or glass epoxy When, thickness is preferably controlled between 5 ~ 10mm, to reduce the load-carrying of aqueduct ontology 1 to greatest extent.Meanwhile use is above-mentioned The bushing 2 of material has smooth surface, and can improve flow passes through efficiency.
The present invention also provides a kind of restorative procedure of aqueduct, following reparation step is specifically included:
S1. the bushing 2 that the inner wall with aqueduct is adapted to is packed into aqueduct and is fixed, and make the inner wall and bushing 2 of aqueduct Between have reinforce gap;In this step, the height for reinforcing gap is between 10 ~ 20mm.
S2. the grouting plug 21 of bushing 2 is opened;
S3. concrete grouting is carried out from grouting plug 21, until concrete is stuffed entirely with gap is reinforced;In this step In, it will reinforce after gap is filled up completely, and form the concrete layer of 10 ~ 20mm, form consolidation effect;
S4. the grouting plug 21 of bushing 2 is closed;
S5. it repairs and completes.
Further, in the S1 the step of, the reinforcing gap is semiclosed gap or totally-enclosed gap.When the reinforcing When gap is totally-enclosed gap, the bushing 2 needs one water outlet plug 22 of further setting to need to be discharged in grouting Plug 22 is opened, and to allow concrete grout to squeeze out the water reinforced in gap from water outlet plug 22, effectively avoids inner air Or uneven situation is filled caused by ponding.
In conclusion being repaired to old aqueduct using this restorative procedure, the case where not influencing aqueduct normal use Under, directly aqueduct is repaired, using non-interference with repair, this restorative procedure has that repair speed fast, efficient The advantages of.
The above content is only presently preferred embodiments of the present invention, for those of ordinary skill in the art, according to the present invention Thought, there will be changes in the specific implementation manner and application range, and the content of the present specification should not be construed as to the present invention Limitation.

Claims (6)

1. a kind of analysis on aqueduct structure of antiseep, including at least one aqueduct ontology, it is characterised in that:Further include adapting to aqueduct sheet Internal bushing, is provided with concrete layer between the bushing and the inner wall of aqueduct ontology, the bushing is provided with for filling The grouting plug of concrete, the bushing are fixedly connected with aqueduct ontology;
The bushing is provided with one or more water outlet plugs;
Grouting baffle is provided on the outside of the bushing, the grouting baffle is abutted with aqueduct ontology;
The bushing includes sequentially connected first side plate, bottom plate and the second side plate, and the aqueduct ontology is installed with expansion bolt, First side plate, bottom plate or/and the second side plate are connect by expansion bolt with aqueduct ontology.
2. a kind of analysis on aqueduct structure of antiseep according to claim 1, it is characterised in that:It installs the junction of the bushing There is extensible member.
3. a kind of analysis on aqueduct structure of antiseep according to claim 1, it is characterised in that:The aqueduct ontology is provided with more It is a, the expansion joint for housing extensible member is provided between each two aqueduct ontology.
4. a kind of analysis on aqueduct structure of antiseep according to claim 2, it is characterised in that:The extensible member is copper piece or rubber Glue part, the extensible member are also connected with the first bolt, and first bolt is connect across extensible member with bushing.
5. a kind of analysis on aqueduct structure of antiseep according to claim 4, it is characterised in that:The top of the extensible member is arranged There are pressing plate, the first screw bolt passes pressing plate, extensible member and bushing to connect.
6. according to a kind of analysis on aqueduct structure of antiseep of Claims 1 to 5 any one of them, it is characterised in that:The bushing is Steel plate, plastic plate or glass epoxy.
CN201610075592.2A 2016-02-03 2016-02-03 A kind of analysis on aqueduct structure and its aqueduct restorative procedure of antiseep Active CN105625265B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109826084A (en) * 2019-02-21 2019-05-31 广东省水利水电科学研究院 A kind of aqueduct method for repairing seepage
CN112359706B (en) * 2020-10-31 2022-04-12 广东粤源工程咨询有限公司 Aqueduct structure convenient to repair and aqueduct repairing method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002294665A (en) * 2001-03-29 2002-10-09 Kurimoto Ltd Work method for lining inner surfaces of water channel
JP2003306923A (en) * 2002-04-17 2003-10-31 National Institute For Rural Engineering Water channel repair structure and its execution method
CN2649642Y (en) * 2003-06-30 2004-10-20 中国路桥(集团)新津筑路机械厂 Aqueduct expanding device
JP2005068842A (en) * 2003-08-26 2005-03-17 Iizuka Doboku Kk Lining construction method by all-screw bolt
JP2009249967A (en) * 2008-04-09 2009-10-29 Kurimoto Kasei Kogyo Kk Water passage repair plate, repair method for existing water passage, and repaired water passage
CN103046514A (en) * 2013-01-11 2013-04-17 北京泰宁科创雨水利用技术股份有限公司 Liner used for ditches
CN205421176U (en) * 2016-02-03 2016-08-03 广东省水利水电第三工程局有限公司 Aqueduct structure of antiseep

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002294665A (en) * 2001-03-29 2002-10-09 Kurimoto Ltd Work method for lining inner surfaces of water channel
JP2003306923A (en) * 2002-04-17 2003-10-31 National Institute For Rural Engineering Water channel repair structure and its execution method
CN2649642Y (en) * 2003-06-30 2004-10-20 中国路桥(集团)新津筑路机械厂 Aqueduct expanding device
JP2005068842A (en) * 2003-08-26 2005-03-17 Iizuka Doboku Kk Lining construction method by all-screw bolt
JP2009249967A (en) * 2008-04-09 2009-10-29 Kurimoto Kasei Kogyo Kk Water passage repair plate, repair method for existing water passage, and repaired water passage
CN103046514A (en) * 2013-01-11 2013-04-17 北京泰宁科创雨水利用技术股份有限公司 Liner used for ditches
CN205421176U (en) * 2016-02-03 2016-08-03 广东省水利水电第三工程局有限公司 Aqueduct structure of antiseep

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