CN1580402A - Method for broadening mountainous road using overhanging tye structure - Google Patents
Method for broadening mountainous road using overhanging tye structure Download PDFInfo
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- CN1580402A CN1580402A CN 200410044492 CN200410044492A CN1580402A CN 1580402 A CN1580402 A CN 1580402A CN 200410044492 CN200410044492 CN 200410044492 CN 200410044492 A CN200410044492 A CN 200410044492A CN 1580402 A CN1580402 A CN 1580402A
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- 238000000034 method Methods 0.000 title claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 6
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 5
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 239000011435 rock Substances 0.000 claims description 9
- 238000004873 anchoring Methods 0.000 claims description 4
- 230000004888 barrier function Effects 0.000 claims description 3
- 238000011065 in-situ storage Methods 0.000 claims description 2
- 241001274613 Corvus frugilegus Species 0.000 abstract 1
- 239000000725 suspension Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
This invention discloses a method for spreading mountain roads with suspension and cantilever structure including the following steps: at the valley side of an original road edge, a place is designed to be placed with concrete template beam, prestressed concrete cantilever beams are inserted into the slopr rook and anchor bar or prestressed anchor rope or balance weight are used as the fixed end of the cantilever and template beam as its outer point of support to spread reinforced concrete precast slabs with the cantilever lower flange of the inverted T type section as the support at the necessary spreading part and protecting fence is set at the road outer string and the road is finished after laying.
Description
The invention belongs to the building structure technology field, relate in particular to a kind of method of widening mountain road with cantilevered structure.
Along with The development in society and economy, the traffic volume increases day by day, and original inferior grade road generally faces the problem of widening transformation.In the prior art, the transformation of widening of mountain road has been continued to use usually in backer's side and cut sloping broadening, banketed by the ditch side or building retaining wall broadening.This method is effective to widening of the milder mountain road of the gradient; But the road to the precipitous location of the gradient is widened, if adopt and cut sloping broadening in backer's side, cut the height that the slope height can reach tens of rice, not only engineering quantity is huge, cause investment to increase severely, and high cut the natural stability that massif has been destroyed on the slope, and stayed the hidden danger that causes large volume landslide or avalanche, also destroyed natural environment significantly; Building retaining wall broadening if adopt by the ditch side, the retaining wall height can be up to tens of rice, also will cause engineering quantity huge and investment is increased severely; Employing is also arranged widening road by the ditch side with the mode of banketing, so then may obviously occupy the river course, change the natural situation in river course, fills embankment side slope bottom also can suffer the erosion of flood in the ditch throughout the year, finally causes roadbed to collapse.
The object of the invention is to provide a kind of both technology simple, quick construction, safe and reliable, economical and practical, does not destroy the method for widening mountain road of the stable and conservation of nature environment of massif again.
Purpose of the present invention realizes with following technical step: A. if the original path edge is the astable backfill that should not do the bearing beam basis, then can adopt the basis of pile foundation as bearing beam by ditch side original road edge set position concreting bearing beam; B. press design pitch prestressed concrete outrigger along road direction, outrigger stretches into the anchorage length of backer's side should be determined according to the requirement of its overturning or slip resistance analysis power, can set up anchor pole or prestress anchorage cable or balance weight at outrigger backer end in case of necessity and strengthen its resistance to capsizing; C. needing widened section at road serves as to support to lay reinforced concrete prefabricated board with outrigger bottom flange, inverted T shape cross section; D. at outer ledge anticollision barrier is installed, and is finished paving, form the road after widening.
Good effect of the present invention is: the road to precipitous location, hillside is widened; form the widened section of road with the overhanging type bridge construction of prefabricated installation; both easy construction was quick; avoided the high potential safety hazard that slope or high embankment etc. may be brought out major landslip, avalanche or roadbed side slope landslide of cutting again; protect the natural ecological environment in mountain area again, had fairly obvious technology, economic benefit and environment protection significance.
Below in conjunction with accompanying drawing enforcement of the present invention is described in further detail:
Fig. 1 is an enforcement structural representation of the present invention
Fig. 2 is the I-I sectional view of Fig. 1
Fig. 3 is the structural plan figure of Fig. 1
Part 1 is a concrete pad beam, part 2 is precast prestressed concrete outriggers, part 3 is precast rc slabs, part 4 is paving, and part 5 is railings, and part 6 is pile foundations, part 7 anchor poles or prestress anchorage cable, part 8 is balance weights of outrigger, and part 9 is excavation side slope faces of original path, and part 10 is embankment or natural slope faces of original path; Mark a is original road width among the figure, the road part of b for widening, and c is the length that outrigger 2 embeds the rock mass part.
The present invention realizes by four road master operations with following technical step:
The first road master operation: at the concrete pad beam 1 of building by ditch side original path edge desired location as the outrigger fulcrum.As this place's ground is the stable side slope with required bearing capacity, can be directly concreting bearing beam 1 thereon; Otherwise, should finish the construction of pile foundation 6 earlier, and concreting bearing beam 1 based on this;
The second road master operation: press design pitch prestressed concrete outrigger 2 along road direction, outrigger 2 is looked geological condition and different in the anchoring of backer's side: when for the stable high quality rock slope, can directly outrigger 2 be embedded rock mass as the anchoring section, embedding rock mass length c should determine according to force request; To the non-prime preferably rock of geological conditions location, anchor pole or prestress anchorage cable 7 anchor point as outrigger 2 can be set, anchor pole or prestress anchorage cable 7 stretch into the degree of depth of below ground and should determine according to force request; Otherwise, can hold cast-in-situ concrete balance weight 8 to strengthen its resistance to capsizing the backer of outrigger 2, the volume of balance weight 8 should calculate according to the overturning or slip resistance analysis stability requirement of outrigger 2 to be determined;
The 3rd road master operation: needing widened section at road serves as to support to lay reinforced concrete prefabricated board 3 with outrigger 2 bottom flanges, inverted T shape cross section;
The 4th road master operation: in the outside that road is widened anticollision barrier 5 is installed, and is finished paving 4, form the road after widening.
Claims (3)
1, a kind ofly widen the method for mountain road with cantilevered structure, it is characterized in that: A. is by ditch side original road edge set position concreting bearing beam (1); B. press design pitch prestressed concrete outrigger (2) along road direction, backer's side outrigger stretches in the slope rock mass, or set up anchor pole or prestress anchorage cable (7) or balance weight (8) inboard anchor point as outrigger (2), the outrigger outside is supported on the bearing beam (1); C. needing widened section at road serves as to support to lay reinforced concrete prefabricated board (3) with inverted T shape cross section outrigger (1) bottom flange; D. the outer ledge after road is widened is installed anticollision barrier (5), and finishes paving (4), forms the road after widening.
2, a kind of method of widening mountain road with cantilevered structure according to claim 1, it is characterized in that: at the concrete pad beam (1) that is used as outrigger (2) fulcrum by the edge setting of ditch side original path, as this place's ground is the stable side slope with required bearing capacity, can be directly concreting bearing beam (1) thereon; Otherwise, the basis of pile foundation (6) as concreting bearing beam (1) should be set.
3, according to claim 1ly a kind ofly widen the method for mountain road with cantilevered structure, it is characterized in that: outrigger (2) is in the anchoring scheme of backer's side: when for the stable high quality rock slope, directly outrigger (2) is embedded rock mass as the anchoring section; To the non-prime preferably rock of geological conditions location, anchor pole or prestress anchorage cable (7) anchor point as outrigger (2) is set; To the relatively poor location of geological conditions, hold cast-in-situ concrete balance weight (8) to strengthen its resistance to capsizing the backer of outrigger (2).
The 3rd road master operation: needing widened section at road serves as to support to lay reinforced concrete prefabricated board 3 with outrigger 2 bottom flanges, inverted T shape cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410044492 CN1580402A (en) | 2004-05-15 | 2004-05-15 | Method for broadening mountainous road using overhanging tye structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410044492 CN1580402A (en) | 2004-05-15 | 2004-05-15 | Method for broadening mountainous road using overhanging tye structure |
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| Publication Number | Publication Date |
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| CN1580402A true CN1580402A (en) | 2005-02-16 |
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| CN 200410044492 Pending CN1580402A (en) | 2004-05-15 | 2004-05-15 | Method for broadening mountainous road using overhanging tye structure |
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Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2386741C1 (en) * | 2008-12-23 | 2010-04-20 | Владимир Викторович Молотков | Mountain motor road |
| CN101838957A (en) * | 2010-05-07 | 2010-09-22 | 柏松平 | Integral type T-shaped outer cantilever roads and construction method thereof |
| CN102146676A (en) * | 2011-03-21 | 2011-08-10 | 中铁二院工程集团有限责任公司 | High-steep side slope subgrade structure for mountain area |
| CN103046450A (en) * | 2013-01-09 | 2013-04-17 | 陈洪凯 | Emergency traffic method for water-destroyed scouring road section of highway along river in mountainous area |
| CN103225257A (en) * | 2013-04-09 | 2013-07-31 | 中钢集团马鞍山矿山研究院有限公司 | Cantilever beam structure of antique plank road along cliff and construction technology thereof |
| CN103556553A (en) * | 2013-11-05 | 2014-02-05 | 中国铁建港航局集团有限公司 | Method of increasing multilane by utilizing roadbed |
| CN105804097A (en) * | 2016-03-28 | 2016-07-27 | 上海市政工程设计研究总院（集团）有限公司 | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way |
| CN106480795A (en) * | 2016-05-06 | 2017-03-08 | 衡阳市金泉置业发展有限公司 | Ecological environment-friendly type Multifunctional suspension body panel |
| CN107675572A (en) * | 2017-10-26 | 2018-02-09 | 安徽省交通控股集团有限公司 | A kind of seamless road surface of assembling beam and slab type |
| CN108193573A (en) * | 2018-01-25 | 2018-06-22 | 梁海平 | For the road structure and construction method of road widening |
| CN109355992A (en) * | 2018-10-16 | 2019-02-19 | 中铁二院工程集团有限责任公司 | A kind of karst region is anti-to collapse road structure and construction method suddenly |
| CN109403180A (en) * | 2018-10-29 | 2019-03-01 | 中铁四院集团西南勘察设计有限公司 | A kind of steep slope region underloading road structure and construction method |
| CN109423943A (en) * | 2017-08-31 | 2019-03-05 | 上海宝冶建筑装饰有限公司 | Mountain tour pavement widened structure |
| CN110195388A (en) * | 2019-06-25 | 2019-09-03 | 四川省公路规划勘察设计研究院有限公司 | Overhang widened structure Bang Shan highway and its construction method |
| CN110344351A (en) * | 2018-04-07 | 2019-10-18 | 衡阳市金泓建筑装饰设计有限公司 | A kind of fence assembly of environment-friendly type widening road |
| CN111254772A (en) * | 2020-03-31 | 2020-06-09 | 浙江交工集团股份有限公司 | Large cantilever structure suitable for widening old roads of cliff road sections and construction method |
| CN111424880A (en) * | 2020-04-30 | 2020-07-17 | 中国葛洲坝集团第三工程有限公司 | Novel bearing platform structure for crane beam of bridge crane of underground factory building and construction method of bearing platform structure |
| CN111622035A (en) * | 2020-05-25 | 2020-09-04 | 武汉理工大学 | A method for widening and reconstructing existing roads in reservoir area based on symmetrical integral cantilever structure |
| CN111764215A (en) * | 2020-07-16 | 2020-10-13 | 四川省交通勘察设计研究院有限公司 | A kind of mountain highway cantilevered roadbed and using method thereof |
| CN111764213A (en) * | 2020-06-08 | 2020-10-13 | 广东省交通规划设计研究院股份有限公司 | A kind of excavation roadbed with prestressed anchor rod frame lattice girder bridge deck and construction method thereof |
| CN112030644A (en) * | 2020-09-28 | 2020-12-04 | 四川省交通勘察设计研究院有限公司 | Mountain-crossing highway subgrade widening structure and construction process |
-
2004
- 2004-05-15 CN CN 200410044492 patent/CN1580402A/en active Pending
Cited By (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2386741C1 (en) * | 2008-12-23 | 2010-04-20 | Владимир Викторович Молотков | Mountain motor road |
| CN101838957A (en) * | 2010-05-07 | 2010-09-22 | 柏松平 | Integral type T-shaped outer cantilever roads and construction method thereof |
| CN101838957B (en) * | 2010-05-07 | 2012-07-04 | 柏松平 | Integral type T-shaped outer cantilever roads and construction method thereof |
| CN102146676A (en) * | 2011-03-21 | 2011-08-10 | 中铁二院工程集团有限责任公司 | High-steep side slope subgrade structure for mountain area |
| CN103046450A (en) * | 2013-01-09 | 2013-04-17 | 陈洪凯 | Emergency traffic method for water-destroyed scouring road section of highway along river in mountainous area |
| CN103046450B (en) * | 2013-01-09 | 2014-11-26 | 陈洪凯 | Emergency traffic method for water-destroyed scouring road section of highway along river in mountainous area |
| CN103225257A (en) * | 2013-04-09 | 2013-07-31 | 中钢集团马鞍山矿山研究院有限公司 | Cantilever beam structure of antique plank road along cliff and construction technology thereof |
| CN103556553A (en) * | 2013-11-05 | 2014-02-05 | 中国铁建港航局集团有限公司 | Method of increasing multilane by utilizing roadbed |
| CN105804097A (en) * | 2016-03-28 | 2016-07-27 | 上海市政工程设计研究总院（集团）有限公司 | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way |
| CN106480795A (en) * | 2016-05-06 | 2017-03-08 | 衡阳市金泉置业发展有限公司 | Ecological environment-friendly type Multifunctional suspension body panel |
| CN106480795B (en) * | 2016-05-06 | 2019-04-02 | 衡阳市金泉置业发展有限公司 | Ecological environment-friendly type Multifunctional suspension body panel |
| CN109423943A (en) * | 2017-08-31 | 2019-03-05 | 上海宝冶建筑装饰有限公司 | Mountain tour pavement widened structure |
| CN107675572A (en) * | 2017-10-26 | 2018-02-09 | 安徽省交通控股集团有限公司 | A kind of seamless road surface of assembling beam and slab type |
| CN108193573A (en) * | 2018-01-25 | 2018-06-22 | 梁海平 | For the road structure and construction method of road widening |
| CN108193573B (en) * | 2018-01-25 | 2019-04-26 | 梁海平 | Road structure and construction method for road widening |
| CN110344351B (en) * | 2018-04-07 | 2022-03-08 | 衡阳市金泓建筑装饰设计有限公司 | Guardrail subassembly of road is widened to environment-friendly |
| CN110344351A (en) * | 2018-04-07 | 2019-10-18 | 衡阳市金泓建筑装饰设计有限公司 | A kind of fence assembly of environment-friendly type widening road |
| CN109355992A (en) * | 2018-10-16 | 2019-02-19 | 中铁二院工程集团有限责任公司 | A kind of karst region is anti-to collapse road structure and construction method suddenly |
| CN109355992B (en) * | 2018-10-16 | 2024-01-23 | 中铁二院工程集团有限责任公司 | Karst area sudden collapse prevention roadbed structure and construction method |
| CN109403180A (en) * | 2018-10-29 | 2019-03-01 | 中铁四院集团西南勘察设计有限公司 | A kind of steep slope region underloading road structure and construction method |
| CN110195388A (en) * | 2019-06-25 | 2019-09-03 | 四川省公路规划勘察设计研究院有限公司 | Overhang widened structure Bang Shan highway and its construction method |
| CN111254772A (en) * | 2020-03-31 | 2020-06-09 | 浙江交工集团股份有限公司 | Large cantilever structure suitable for widening old roads of cliff road sections and construction method |
| CN111254772B (en) * | 2020-03-31 | 2024-07-26 | 浙江交工集团股份有限公司 | Large cantilever structure suitable for cliff road section old road widening and construction method |
| CN111424880A (en) * | 2020-04-30 | 2020-07-17 | 中国葛洲坝集团第三工程有限公司 | Novel bearing platform structure for crane beam of bridge crane of underground factory building and construction method of bearing platform structure |
| CN111424880B (en) * | 2020-04-30 | 2024-07-09 | 中国葛洲坝集团第三工程有限公司 | Underground factory building bridge crane beam bearing platform structure and construction method thereof |
| CN111622035A (en) * | 2020-05-25 | 2020-09-04 | 武汉理工大学 | A method for widening and reconstructing existing roads in reservoir area based on symmetrical integral cantilever structure |
| CN111764213A (en) * | 2020-06-08 | 2020-10-13 | 广东省交通规划设计研究院股份有限公司 | A kind of excavation roadbed with prestressed anchor rod frame lattice girder bridge deck and construction method thereof |
| CN111764215A (en) * | 2020-07-16 | 2020-10-13 | 四川省交通勘察设计研究院有限公司 | A kind of mountain highway cantilevered roadbed and using method thereof |
| CN112030644A (en) * | 2020-09-28 | 2020-12-04 | 四川省交通勘察设计研究院有限公司 | Mountain-crossing highway subgrade widening structure and construction process |
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