CN1807764A - Casting construction method for asphalt concrete anti-infiltration core wall of earth rockfill dam - Google Patents
Casting construction method for asphalt concrete anti-infiltration core wall of earth rockfill dam Download PDFInfo
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Abstract
The invention relates to a method for constructing the earth-rock dam vibrated bitumen concrete seepage cutoff wall, belonging to the construction of earth-rock dam seepage cutoff wall. It comprises following steps: a, laying mold plate; b, laying high temperature resistant flexible cloth-base material to cling the inner side of mold plate and its width is bigger than the thickness of bitumen concrete; c, laying transition material at the outer side of mold plate and rolling the transition material; d, laying bitumen concrete; e, moving the mold plate or removing the mold plate. The invention has the advantages that: the compound seepage cutoff element formed by the bitumen concrete wall and the high temperature resistant cloth-base material has better flatness of the contact surface with the transition material to confirm the effective seepage cutoff section of bitumen concrete wall.
Description
Technical field
The invention belongs to the job practices of earth and rockfill dam watertight core.
Background technology
The structural shape of She Jishigong pouring asphalt concrete watertight core was to adopt the secondary wall of asphalt mortar, bituminous mortar building concrete prefabricated section as asphalt-concrete core wall in the past, built from levelling self-compaction bituminous concrete---pouring asphalt concrete in the middle of secondary wall.Because the concrete precast block wall has certain rigid, exist than big-difference with the deformability of flexible asphalt-concrete core wall, when dam body is subjected to storehouse water pressure generation moderate finite deformation, flexible pouring asphalt concrete watertight core will be subjected to having influence on the resistance to overturning and the anti-seepage effect of watertight core to a certain extent from the extrusion shearing stress effect of prefabricated section or because of the passive drawing crack of the secondary wall prefabricated section changing of the relative positions.
Summary of the invention
The present invention provides a kind of pouring construction method of earth and rockfill dam asphalt-concrete core wall, to solve the secondary wall of asphalt mortar, bituminous mortar building concrete prefabricated section as asphalt-concrete core wall, the problem of its resistance to overturning and anti-seepage effect difference of adopting.The technical scheme that the present invention takes is: comprise the following steps:
A. lay template, during construction template vertically is layed in the core-wall pedestal or the core-wall built up on, the template center line is overlapped fully with the core-wall center line, template comprises sliding shuttering or assembly type traveling formwork;
B. lay high-temperature flexible cloth sill, after template is laid and to be finished, be close to that template is inboard lays the high temperature flexible cloth sill that width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 8～10cm of template,
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. sliding shuttering or stripping, sliding shuttering storehouse adopt hoist engine or the traction of other pulling equipments to advance, and continue next section bituminous concrete making; The assembly type traveling formwork is then directly removed, and is used for next section bituminous concrete making.
Further comprising the steps of:
F. insulated curing, the reply bituminous concrete is taked the insulation measure when the construction environment temperature is lower than-25 ℃～-15 ℃ or wind speed and is 2 grades～5 grades: with stay-warm case the asphalt-concrete core wall surface is incubated covering, or adding the heat-preservation cotton quilt simultaneously, stay-warm case adopts the arch form cover of rectangular angular steel frame iron clad skin.
The sliding shuttering storehouse comprises and rolls storehouse, film storehouse and build storehouse three parts, shop among the present invention, rolls the support of storehouse interior welds some, and film storehouse, shop is provided with shop film rotating shaft, in film storehouse, shop and build reverse striker plate is set between the storehouse.
High temperature flexible cloth sill adopts Fypro nonwoven or polyacrylonitrile fibre nonwoven or polyester fiber nonwoven or the high temperature resistant nonwoven of terylene among the present invention.
The resistant to elevated temperatures temperature range of high temperature flexible cloth sill is 200 ℃～270 ℃.
The invention has the advantages that: the pouring asphalt concrete core-wall that adopts the construction of pouring asphalt concrete sliding shuttering or assembly type traveling formwork method, high-temperature flexible cloth sill is close to the asphaltic concrete core wall both sides, combined type antiseepage body of forming by asphaltic concrete core wall and high-temperature flexible cloth sill and the contact surface planeness between the transition material better, do not have and occupy phenomenon mutually, guaranteed effective antiseepage section of asphaltic concrete core wall, laying effect is good.After adopting high-temperature flexible fabricbase material substitution fixing concrete prefabricated section template, asphalt-concrete core wall flat side down degree is better, core-wall adapts to the dam deformation ability and strengthens, can suitably reduce the pouring asphalt concrete construction temperature.The core testing result shows, adopts the pouring asphalt concrete core porosity of this method construction to be lower than 1%, can satisfy the dam body seepage requirement.
Experimental example core-wall of the present invention adopts the performance intensity detection after nonwoven substitutes the fixing concrete prefabricated section
Carry out the high temperature resistant nonwoven of terylene that construction simulation when experiment fabricbase material selection Dalian Hengda Hi-Tech. Material Development Co., Ltd. produces, it is immersed in 230 ℃ the pitch still not to have obviously in 3 minutes be out of shape, other performance test results is shown in table 1, table 2.
Table 1 nonwoven intensity detection result
| Mass area ratio (g/100cm 2) | Thickness (mm) | Hot strength | Tearing strength | CBR bursting strength N | ||||
| Vertically | Laterally | Longitudinal strength (N) | Transverse strength (N) | |||||
| Intensity (N/5cm) | Elongation rate (%) | Intensity (N/5cm) | Elongation rate (%) | |||||
| 2.06 | 2.17 | 9.38 | 60.8 | 7.83 | 83.8 | 329.2 | 259.4 | 1855.87 |
Table 2 nonwoven aperture result of the test
| Effective aperture | Particle diameter (mm) | Average grain diameter (mm) | Average on the sieve (%) | ||
| 0 50 (mm) | 0 90 (mm) | 0 95 (mm) | |||
| 0.30～0.212 | 0.256 | 99.9 | |||
| 0.1232 | 0.1781 | 0.2139 | 0.212～0.106 | 0.159 | 86.9 |
| 0.106～0.075 | 0.0905 | 5.4 | |||
1) check sliding shuttering performance
The sliding shuttering storehouse of development voluntarily is positioned on the test site, both sides pave transition material and grinding compacting, skid off transition material body with 50 loaders traction sliding shuttering storehouse, whether rigidity and the direction of travel of investigating the sliding shuttering storehouse satisfy the construction needs, observe the shop of nonwoven and go into effect.
2) work progress
Support the position up and down of fixedly building storehouse two side templates respectively with three roads during test it is combined into a rigid unitary, then at integral mold plate both sides making and roll the transition material, treat to take out template bottom support and upper support after the compacting of transition material, in mould, build bituminous mixture by the bituminous mixture hopper, high temperature resistant nonwoven is laid in the sliding shuttering storehouse simultaneously then, and nonwoven is stayed between bituminous concrete and the transition material.
Result of the test shows that the shop film rotating shaft when slide in the template storehouse in the film storehouse, shop is rotated nimble, and construction back nonwoven is close to transition material surface, and laying effect is good.Sliding formwork body rigidity can guarantee template rolling transition material, warehouse slide, indeformable when vibrating bituminous concrete, thereby the transition material can lead to the storehouse and rolls in the construction afterwards.Because it is pouring asphalt concrete does not need to toast the interlayer that just can guarantee bituminous concrete in conjunction with good, therefore intrinsic by rolling storehouse, film storehouse, shop and building sliding shuttering storehouse that storehouse three parts form and spread the film storehouse and build storehouse two parts being used for to change into when pouring asphalt concrete is constructed.
3) construction effect
The pouring asphalt concrete construction test is divided into two parts to carry out, the one, adopt the sliding shuttering storehouse to fill the transition material in its both sides, treat that the transition material rolls the qualified after-pouring bituminous concrete of buying securities with all one's capital, move ahead with 50 loaders traction sliding shuttering storehouse then, the laying of nonwoven is finished automatically with moving of die body; The one, adopt the artificial mounting or dismounting of traveling formwork to build, before building bituminous concrete, it is qualified earlier the asphalt-concrete core wall transition material of template both sides to be rolled, and manually lays nonwoven in that template is inboard, and then builds bituminous concrete.After treating the bituminous concrete cooling, excavate the transition material of asphalt-concrete core wall both sides, find that nonwoven is soaked into by the pitch in the pouring asphalt concrete, bonding good with bituminous concrete.The bituminous concrete result of the test is as shown in table 3.
Table 3 vibration type bituminous concrete result of the test
| Mode paves | External environmental condition | Design bitumen content (%) | Closely knit mode | Core porosity (%) | The girder bend test | ||
| Flexural strength (MPa) | Strain | Stiffness modulus (MPa) | |||||
| Manually carrying mould paves | Outside air temperature is :-14～-16.5 ℃ | 11 | Self-flowing dense | 0.89 | 2.177 | 0.019 | 116.79 |
| Artificial Slipform Paving | Outside air temperature is :-14～-16.5 ℃ | 11 | Self-flowing dense | 0.69 | 2.468 | 0.015 | 169.08 |
The result of the test of table 3 as can be known, utilize the pouring asphalt concrete NEW TYPE OF COMPOSITE watertight core core-wall side of pouring asphalt concrete sliding shuttering storehouse construction to combine with nonwoven well, after adopting nonwoven to substitute fixing concrete prefabricated section template, asphalt-concrete core wall flat side down degree is better; The core porosity is low, can meet design requirement.
Description of drawings
Fig. 1, sliding shuttering structural representation.
The specific embodiment
Device therefor:
Zhenchong Engineering Co., Ltd, Beijing's compaction type bituminous concrete site operation mixes and stirs system with bituminous concrete mixture.
The bituminous concrete mixture paver special that bituminous concrete mixture and transition material pave and adopt Switzerland WALO company to make.
Sliding shuttering form of structure; Sliding shuttering storehouse branch rolls storehouse, film storehouse and build storehouse three parts, shop, and wherein to roll storehouse length and be 4m, film storehouse, shop length be 1m, build that storehouse length is about 4m, the high 35cm in template storehouse, the template width is determined according to the core-wall width; Its control range is 40cm～150cm.Hoist engine or the traction of other pulling equipments are adopted in the sliding shuttering storehouse, for improving the rigidity of sliding shuttering storehouse each several part, template adopts the steel plate of 6mm～10mm to make, roll the support of storehouse interior welds some, film storehouse, shop is provided with shop film rotating shaft, reverse striker plate is set in order to cloth sill location with prevent to build in the storehouse pitch blended stock and flow into and spread the film storehouse in film storehouse, shop between the storehouse with building.
Assembly type traveling formwork form of structure; The rectangle steel plate is adopted on both sides, carries out the width positioning supports with support between two block plates.
Embodiment 1
A. lay template, during construction template vertically is layed on the core-wall pedestal, the template center line is overlapped fully with the core-wall center line, template adopts sliding shuttering; Width 150cm adopts the steel plate of 10mm to make;
B. lay high-temperature flexible cloth sill, after template is laid and is finished, be close to the high temperature flexible cloth sill that the inboard laying of template width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 10cm of template, the high temperature resistant 230 ℃ of nonwoven of terylene that high temperature flexible cloth sill adopts Dalian Hengda Hi-Tech. Material Development Co., Ltd. to produce
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. sliding shuttering, sliding shuttering storehouse adopt the hoist engine traction to advance, and continue next section bituminous concrete making.
Embodiment 2
A. lay template, during construction template vertically is layed on the core-wall of having built up, the template center line is overlapped fully with the core-wall center line, template is taked the assembly type traveling formwork; Width 100cm;
B. lay high-temperature flexible cloth sill, after template is laid and is finished, be close to the high temperature flexible cloth sill that the inboard laying of template width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 8cm of template, high temperature flexible cloth sill adopts Fypro nonwoven, anti-200 ℃ of high temperature;
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. stripping is used for next section bituminous concrete making;
F. insulated curing
The reply bituminous concrete is taked the insulation measure when the construction environment temperature is lower than-25 ℃～-15 ℃ or wind speed and is 2 grades～5 grades: with stay-warm case the asphalt-concrete core wall surface is incubated covering, or adding the heat-preservation cotton quilt simultaneously, stay-warm case adopts the arch form cover of rectangular angular steel frame iron clad skin.
Embodiment 3
A. lay template, during construction template vertically is layed on the core-wall of having built up, the template center line is overlapped fully with the core-wall center line, adopt sliding shuttering; Width 80cm;
B. lay high-temperature flexible cloth sill, after template is laid and finished, be close to the high temperature flexible cloth sill that the inboard laying of template width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 9cm of template, the polyacrylonitrile fibre nonwoven, anti-230 ℃ of high temperature.
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. sliding shuttering, sliding shuttering storehouse adopt hoist engine or the traction of other pulling equipments to advance, and continue next section bituminous concrete making;
F. insulated curing
The reply bituminous concrete is taked the insulation measure when the construction environment temperature is lower than-25 ℃～-15 ℃ or wind speed and is 2 grades～5 grades: with stay-warm case the asphalt-concrete core wall surface is incubated covering, or adding the heat-preservation cotton quilt simultaneously, stay-warm case adopts the arch form cover of rectangular angular steel frame iron clad skin.
Embodiment 4
A. lay template, during construction template vertically is layed on the core-wall of having built up, the template center line is overlapped fully with the core-wall center line, take the assembly type traveling formwork; Width 40cm;
B. lay high-temperature flexible cloth sill, after template is laid and finished, be close to the high temperature flexible cloth sill that the inboard laying of template width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 8cm of template, adopt the polyester fiber nonwoven, anti-258 ℃ of high temperature;
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. stripping is used for next section bituminous concrete making.
Embodiment 5
A. lay template, during construction template vertically is layed in the core-wall pedestal or the core-wall built up on, the template center line is overlapped fully with the core-wall center line, adopt sliding shuttering;
B. lay high-temperature flexible cloth sill, after template is laid and to be finished, be close to that template is inboard lays the high temperature flexible cloth sill that width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 8cm of template, anti-270 high temperature;
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. sliding shuttering, sliding shuttering storehouse adopt hoist engine or the traction of other pulling equipments to advance, and continue next section bituminous concrete making.
Claims (5)
1, a kind of pouring construction method of earth and rockfill dam asphalt-concrete core wall comprises the following steps:
A. lay template, during construction template vertically is layed in the core-wall pedestal or the core-wall built up on, the template center line is overlapped fully with the core-wall center line, template comprises sliding shuttering or assembly type traveling formwork;
B. lay high-temperature flexible cloth sill, after template is laid and to be finished, be close to that template is inboard lays the high temperature flexible cloth sill that width is slightly larger than bituminous concrete making thickness, high temperature flexible cloth sill fabric width is than the high 8～10cm of template,
C. making transition material and transition material roll, template outside making transition material and it is rolled qualified;
D. making bituminous concrete, the making bituminous concrete also makes it closely knit in the template;
E. sliding shuttering or stripping, sliding shuttering storehouse adopt hoist engine or the traction of other pulling equipments to advance, and continue next section bituminous concrete making; The assembly type traveling formwork is then directly removed, and is used for next section bituminous concrete making.
2, the pouring construction method of earth and rockfill dam asphalt-concrete core wall according to claim 1, further comprising the steps of:
F. insulated curing
The reply bituminous concrete is taked the insulation measure when the construction environment temperature is lower than-25 ℃～-15 ℃ or wind speed and is 2 grades～5 grades: with stay-warm case the asphalt-concrete core wall surface is incubated covering, or adding the heat-preservation cotton quilt simultaneously, stay-warm case adopts the arch form cover of rectangular angular steel frame iron clad skin.
3, the pouring construction method of earth and rockfill dam asphalt-concrete core wall according to claim 1 and 2, it is characterized in that: the sliding shuttering storehouse comprises rolls storehouse, film storehouse, shop and builds storehouse three parts, roll the support of storehouse interior welds some, film storehouse, shop is provided with shop film rotating shaft, in film storehouse, shop and build reverse striker plate is set between the storehouse.
4, the pouring construction method of earth and rockfill dam asphalt-concrete core wall according to claim 1 and 2 is characterized in that: high temperature flexible cloth sill adopts Fypro nonwoven or polyacrylonitrile fibre nonwoven or polyester fiber nonwoven or the high temperature resistant nonwoven of terylene.
5, the pouring construction method of earth and rockfill dam asphalt-concrete core wall according to claim 4 is characterized in that: the resistant to elevated temperatures temperature range of high temperature flexible cloth sill is 200 ℃～270 ℃.
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| CNB2005101190432A CN100335723C (en) | 2005-11-30 | 2005-11-30 | Casting construction method for asphalt concrete anti-infiltration core wall of earth rockfill dam |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831890A (en) * | 2010-05-25 | 2010-09-15 | 葛洲坝集团第五工程有限公司 | Blending construction method of blended gravelly soil for dam watertight core |
| CN102493402A (en) * | 2011-11-30 | 2012-06-13 | 中水东北勘测设计研究有限责任公司 | Insertion type vibration rolling construction method of asphalt concrete core of earth and rockfill dam |
| CN103290813A (en) * | 2013-06-03 | 2013-09-11 | 葛洲坝集团第六工程有限公司 | Rolling type asphalt concrete core wall joint-riding rolling method |
| CN104153380A (en) * | 2014-04-11 | 2014-11-19 | 中国水利水电第十一工程局有限公司 | Anti-seepage cofferdam structure and construction process |
| CN104452675A (en) * | 2014-10-09 | 2015-03-25 | 葛洲坝集团第二工程有限公司 | Rolling compaction construction method for earth and rockfill dam rolling compaction bituminous concrete narrow core wall |
| CN106049372A (en) * | 2016-07-28 | 2016-10-26 | 中水东北勘测设计研究有限责任公司 | Asphalt concrete core wall first-stage and second-stage construction seam slot-shaped connection structure and construction method |
| CN110004883A (en) * | 2019-02-11 | 2019-07-12 | 中国水电基础局有限公司 | A kind of compound core-wall structure of earth and rockfill dam and construction method |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT361856B (en) * | 1974-12-17 | 1981-04-10 | Heilmann & Littmann Bau Ag | PROTECTED EARTH DAM AND METHOD FOR THE PRODUCTION THEREOF |
| US4266885A (en) * | 1977-07-13 | 1981-05-12 | Ohbayashi-Gumi Ltd. | Method of constructing a continuous cut-off wall and a core of a fill-type dam |
| CN1080010A (en) * | 1992-06-08 | 1993-12-29 | 辽宁省水利水电科学研究所 | The construction method of the composite geo-membrane heart (tiltedly) wall earth dam |
-
2005
- 2005-11-30 CN CNB2005101190432A patent/CN100335723C/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831890A (en) * | 2010-05-25 | 2010-09-15 | 葛洲坝集团第五工程有限公司 | Blending construction method of blended gravelly soil for dam watertight core |
| CN102493402A (en) * | 2011-11-30 | 2012-06-13 | 中水东北勘测设计研究有限责任公司 | Insertion type vibration rolling construction method of asphalt concrete core of earth and rockfill dam |
| CN102493402B (en) * | 2011-11-30 | 2014-01-22 | 中水东北勘测设计研究有限责任公司 | Insertion type vibration rolling construction method of asphalt concrete core of earth and rockfill dam |
| CN103290813A (en) * | 2013-06-03 | 2013-09-11 | 葛洲坝集团第六工程有限公司 | Rolling type asphalt concrete core wall joint-riding rolling method |
| CN104153380A (en) * | 2014-04-11 | 2014-11-19 | 中国水利水电第十一工程局有限公司 | Anti-seepage cofferdam structure and construction process |
| CN104153380B (en) * | 2014-04-11 | 2016-08-24 | 中国水利水电第十一工程局有限公司 | A kind of antiseepage cofferdam structure and construction technology |
| CN104452675A (en) * | 2014-10-09 | 2015-03-25 | 葛洲坝集团第二工程有限公司 | Rolling compaction construction method for earth and rockfill dam rolling compaction bituminous concrete narrow core wall |
| CN106049372A (en) * | 2016-07-28 | 2016-10-26 | 中水东北勘测设计研究有限责任公司 | Asphalt concrete core wall first-stage and second-stage construction seam slot-shaped connection structure and construction method |
| CN110004883A (en) * | 2019-02-11 | 2019-07-12 | 中国水电基础局有限公司 | A kind of compound core-wall structure of earth and rockfill dam and construction method |
| CN110004883B (en) * | 2019-02-11 | 2024-03-26 | 中国水电基础局有限公司 | Composite core wall structure of earth-rock dam and construction method |
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|---|---|
| CN100335723C (en) | 2007-09-05 |
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Owner name: CHINA WATER NORTHEASTERN INVESTIGATION DESIGN + RE Free format text: FORMER NAME: CHINA WATER NORTHEASTERN INVESTIGATION DESIGN + RESEARCH CO., LTD. RESEARCH INSTITUTE |
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Address after: 130021 No. 800 worker peasant Road, Jilin, Changchun Patentee after: China Water Northeastern Investigation, Design and Research Co., Ltd. Address before: 130062 No. 2052, Bei'an Road, Changchun, Jilin Patentee before: Research Institute of China Water Northeastern Investigation, Design and Researc |