CN102060199A - Transportation method for constructing high mountain building - Google Patents
Transportation method for constructing high mountain building Download PDFInfo
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- CN102060199A CN102060199A CN 201010591890 CN201010591890A CN102060199A CN 102060199 A CN102060199 A CN 102060199A CN 201010591890 CN201010591890 CN 201010591890 CN 201010591890 A CN201010591890 A CN 201010591890A CN 102060199 A CN102060199 A CN 102060199A
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Abstract
The invention relates to a construction method of a high mountain building, in particular to a transportation method for constructing a high mountain building. In the method, the problems that materials and construction tools are difficult to transport when constructing a new structure or building, and the exiting transportation method has various defects are solved. The method comprises the steps: building a base layer on a slope surface which is relatively flat by the earth excavated on the field; paving two tracks on the base layer; and arranging a transporting hopper car on the tracks, wherein the transporting hopper car is driven by a winding engine at the top of the slope surface to move up and down along the tracks, so that the transportation during constructing the high mountain building is realized. The method is novel and ingenious in design thinking, is reasonable and definite in design parameters, and offers a novel transportation method for the transportation during constructing the high mountain building. The method has the technical effects as follows: 1, the construction cost and the project cost are reduced; 2, the work efficiency is high; 3, the method is convenient and flexible; and 4, the method improves the application, i.e. a beautiful and practical passing steel ladder can be formed only with a little improvement.
Description
Technical field
The present invention relates to high mountain structures construction method, be specially high mountain structures construction transportation resources.
Background technology
Go up newly-built middle-size and small-size structures, building at high mountain (highland), do not have utilizable road.The workyard is higher apart from ground-surface vertical distance, and massif is rugged and rough, and the gradient is big (domatic apart from more than the 100m, the gradient is more than 408), and material and construction equipment transport quite difficulty.Adopt large-scale vertical transport equipment, do not have attachment point, technical finesse is difficulty relatively, construction machinery and equipment expense height.Build special construction road and will drop into a large amount of machineries and artificial, take time and effort the construction costs height.As adopt the manpower transportation, and work efficiency will reduce greatly, causes construction speed slow, and engineering cost increases.
Summary of the invention
Material and construction equipment transported difficulty when the present invention solved on high mountain new construction of structures or building, and there is the problem of many defectives in existing transportation resources, and a kind of high mountain structures construction transportation resources is provided.
The present invention adopts following technical scheme to realize: high mountain structures construction transportation resources, realized by following steps:
(1) on massif, carries out the workyard earth excavation, select mild relatively domatic of mountain shape around on construction ground, utilize the earthwork of workyard excavation, mild relatively slip into loosened soil basic unit naturally on domatic above-mentioned, and by manually domatic loosened soil basic unit being carried out straight leveling and tamping (, can't construct) twice with the compacting facility because the gradient is bigger; As shown in Figure 1;
(2) in the loosened soil basic unit after the processing, do C20 plain concrete buttress every 6m, C20 plain concrete buttress is taken root in the former soil layer of massif, C20 plain concrete buttress cross section is 2000 * 1000mm, and upper surface (with identical inclined-plane, basic unit angle of inclination) goes up and reserve the steel plate embedded part; Make up concrete bearing platform respectively in domatic bottom and top;
(3) sleeper of φ 150 * 2000mm of laying spacing 1500mm between adjacent C 20 plain concrete buttresses; So just formed comparatively firm whole foundation, be enough to satisfy of the requirement of feeding system transportation bearing capacity of foundation;
(4) lay track, track adopts 18a number common hot-rolled steel channel, along the double laying of handling well of domatic basic unit, gauge 1000mm, extend to the bearing platform at domatic top from the bearing platform of face toe always, be welded on as the channel-section steel joint location (just in time) of track on the steel plate built-in fitting of C20 plain concrete buttress (long one of channel-section steel 6m), as the bottom support of the channel-section steel of track on sleeper;
The common hot-rolled angle steel of 50 * 5mm of weld spacing 1000m welds along track space between (5) two tracks (channel-section steel);
(6) make up the transportation boxcar that the bottom has rail wheel, the transportation boxcar for only towards the cuboid of the opening at domatic top (owing to be to use to the mountain top transporting material, shed the consideration safety for preventing material, boxcar removes and does not seal towards a side of sloping top direction, all the other all sealing welding), for preventing the hopper derailing, the assurance transportation safety is steady, two rail wheels in back (just in time) of transportation boxcar place in the groove of channel-section steel, and two rail wheels of fwd (just in time) place the top of channel-section steel;
(7) install and fix winch on the bearing platform at domatic top, the steel rope of winch is connected with the transportation boxcar.
It is upper and lower along track that winch drags the transportation boxcar through pulley, the transportation of material and construction equipment in the time of can being implemented on the high mountain new construction of structures or building.
Method mentality of designing novelty of the present invention, ingenious, design parameters is reasonable, full and accurate, and for high mountain structures construction transportation provides a kind of brand new transportation resources, this method has following technique effect:
1, reduces construction cost, reduce construction costs
(1) can more minimizing because of building the volume of earthwork that special-purpose construction road or ramp take place.
(2) earthwork major part excavated of workyard is used for the domatic basic unit that nature slips, thereby reduces the earth handling work capacity in a large number.
(3) with respect to using large-scale vertical transport equipment or building special-purpose construction road, the overall cost of track feeding system is on the low side.
2, work efficiency is higher
(1) the track feeding system relies on electric winch to promote material, and conveying efficiency is not less than general vertical transport equipment.
(2) compared with artificial material loading, the track feeding system is time saving and energy saving, and efficient improves many times.
3, easy to be flexible
The track feeding system is made simple, and easy to use, used raw material all is common building equipment, the design that can suit measures to local conditions, the layout flexible according to the camp site situation.
4, change purposes
How the structure of eminence (building) will build passage after building thing completion, in order to current when using and keep in repair.And after the track feeding system removed winch and transportation hopper, welding steel was marked time and accommodation rail on request between channel-section steel (track), through derusting anti-corrosive, has just become a both artistic and practical current steel ladder, was to kill two birds with one stone and get twice the result with half the effort.
Description of drawings
Fig. 1 is that the basic unit of the method for the invention makes up scheme drawing;
Fig. 2 is that the track of the method for the invention makes up scheme drawing;
Fig. 3 is the birds-eye view of Fig. 2.
Among the figure: 1-basic unit, 2-C20 plain concrete buttress, 3-bearing platform, the 4-sleeper, the 5-angle steel, 6-transports boxcar, 7-winch, 8-track.
The specific embodiment
High mountain structures construction transportation resources, realized by following steps:
(1) on massif, carries out the workyard earth excavation, select mild relatively domatic of mountain shape around on construction ground, utilize the earthwork of workyard excavation, mild relatively slip into loosened soil basic unit 1 naturally on domatic above-mentioned, and by manually domatic loosened soil basic unit being carried out straight leveling and tamping (, can't construct) twice with the compacting facility because the gradient is bigger; As shown in Figure 1;
(2) in the loosened soil basic unit 1 after the processing, do C20 plain concrete buttress 2 every 6m, C20 plain concrete buttress 2 is taken root in the former soil layer of massif, C20 plain concrete buttress cross section is 2000 * 1000mm, and upper surface (with identical inclined-plane, basic unit angle of inclination) goes up and reserve the steel plate embedded part; Make up concrete bearing platform 3 respectively in domatic bottom and top;
(3) sleeper 4 of φ 150 * 2000mm of laying spacing 1500mm between adjacent C 20 plain concrete buttresses; So just formed comparatively firm whole foundation, be enough to satisfy of the requirement of feeding system transportation bearing capacity of foundation;
(4) lay track 8, track adopts 18a number common hot-rolled steel channel, along the double laying of handling well of domatic basic unit, gauge 1000mm, extend to the bearing platform at domatic top from the bearing platform of face toe always, be welded on as the channel-section steel joint location (just in time) of track on the steel plate built-in fitting of C20 plain concrete buttress 2 (long one of channel-section steel 6m), as the bottom support of the channel-section steel of track on sleeper 4;
The common hot-rolled angle steel 5 of 50 * 5mm of weld spacing 1000m welds along track space between (5) two tracks (channel-section steel);
(6) make up the transportation boxcar 6 that the bottom has rail wheel, the transportation boxcar for only towards the cuboid of the opening at domatic top (owing to be to use to the mountain top transporting material, shed the consideration safety for preventing material, boxcar removes and does not seal towards a side of sloping top direction, all the other all sealing welding), for preventing the hopper derailing, the assurance transportation safety is steady, two rail wheels in back (just in time) of transportation boxcar 6 place in the groove of channel-section steel, and two rail wheels of fwd (just in time) place the top of channel-section steel;
(7) install and fix winch 7 on the bearing platform at domatic top, the steel rope of winch 7 is connected with transportation boxcar 6.
During concrete enforcement, the width of described basic unit 1 is each wide 1000mm of going out of track both sides; Described transportation boxcar 6 usefulness 5mm plate irons are made, length 2m, width 1.2m, height 1m.Transportation boxcar 6 is divided into the special-purpose wheel of track 4 pairs, and connection bearing adopts the solid drawn pipe of 75 * 6mm to connect.It is the winch of 3t that winch 7 adopts domestic shipping weight.The bearing platform of face toe is 3000*2000*1000mm, and the bearing platform at domatic top is 3000*3000*1500.
Claims (5)
1. high mountain structures construction transportation resources is characterized by: realized by following steps:
(1) on massif, carries out the workyard earth excavation, select mild relatively domatic of mountain shape around on construction ground, utilize the earthwork of workyard excavation, mild relatively slip into loosened soil basic unit (1) naturally on domatic above-mentioned, and by manually domatic loosened soil basic unit being carried out straight leveling and tamping twice;
(2) do C20 plain concrete buttress (2) every 6m in the loosened soil basic unit 1 after the processing, C20 plain concrete buttress (2) is taken root in the former soil layer of massif, and C20 plain concrete buttress cross section is 2000 * 1000mm, reserves the steel plate embedded part on the upper surface; Make up concrete bearing platform (3) respectively in domatic bottom and top;
(3) sleeper (4) of φ 150 * 2000mm of laying spacing 1500mm between adjacent C 20 plain concrete buttresses;
(4) lay track (8), track adopts 18a number common hot-rolled steel channel, along the double laying of handling well of domatic basic unit, gauge 1000mm, extend to the bearing platform at domatic top from the bearing platform of face toe always, channel-section steel joint location as track is welded on the steel plate built-in fitting of C20 plain concrete buttress (2), as the bottom support of the channel-section steel of track on sleeper (4);
The common hot-rolled angle steel (5) of 50 * 5mm of weld spacing 1000m between (5) two tracks;
(6) make up the transportation boxcar (6) that the bottom has rail wheel, the transportation boxcar is only towards the cuboid of the opening at domatic top, two rail wheels in back of transportation boxcar (6) place in the groove of channel-section steel, and two rail wheels of fwd place the top of channel-section steel;
(7) install and fix winch (7) on the bearing platform at domatic top, the steel rope of winch (7) is connected with transportation boxcar (6).
2. high mountain structures construction transportation resources according to claim 1, it is characterized by: the width of basic unit (1) is each wide 1000mm of going out of track both sides.
3. high mountain structures construction transportation resources according to claim 1 and 2, it is characterized by: transportation boxcar (6) is made of the 5mm plate iron, length 2m, width 1.2m, height 1m.
4. high mountain structures construction transportation resources according to claim 1 and 2, it is characterized by: the bearing platform of face toe is 3000*2000*1000mm, the bearing platform at domatic top is 3000*3000*1500.
5. high mountain structures construction transportation resources according to claim 3, it is characterized by: the bearing platform of face toe is 3000*2000*1000mm, the bearing platform at domatic top is 3000*3000*1500.
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| CN201010591890A CN102060199B (en) | 2010-12-16 | 2010-12-16 | Transportation method for constructing high mountain building |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733613A (en) * | 2012-06-06 | 2012-10-17 | 苏州金螳螂幕墙有限公司 | Vertical transportation method |
| CN104790399A (en) * | 2015-03-23 | 2015-07-22 | 贵阳艺美观景观工程有限公司 | Construction material feeding and conveying method for slope construction |
| CN105019943A (en) * | 2015-07-24 | 2015-11-04 | 金川集团股份有限公司 | Protective device of cage overturning and ore discharging slope |
| CN107268630A (en) * | 2017-07-06 | 2017-10-20 | 中交路桥建设有限公司 | A kind of side slope protection construction material transport system and method |
| CN107419750A (en) * | 2017-08-31 | 2017-12-01 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice transport base and construction method |
| CN108483303A (en) * | 2018-03-23 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of ship shape draft gear of transport photo-voltaic power generation station construction material |
| CN108899807A (en) * | 2018-07-20 | 2018-11-27 | 中铁六局集团有限公司 | Subway long steep grade entrance electromechanics construction method of installation |
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| JP2001336380A (en) * | 2000-03-24 | 2001-12-07 | Koken Boring Mach Co Ltd | Method and apparatus for moving excavator |
| CN101063285A (en) * | 2007-05-11 | 2007-10-31 | 国网北京电力建设研究院 | Double carrying rope freight traffic cable railway with height-adjustable pylon bent |
| CN201292509Y (en) * | 2008-09-18 | 2009-08-19 | 湖南路桥建设集团公司 | Suspension bridge main girder construction segment conveying facilities |
| CN201433396Y (en) * | 2009-06-07 | 2010-03-31 | 中铁西北科学研究院有限公司 | Anchor cable steel rail pile wall |
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2010
- 2010-12-16 CN CN201010591890A patent/CN102060199B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001336380A (en) * | 2000-03-24 | 2001-12-07 | Koken Boring Mach Co Ltd | Method and apparatus for moving excavator |
| CN101063285A (en) * | 2007-05-11 | 2007-10-31 | 国网北京电力建设研究院 | Double carrying rope freight traffic cable railway with height-adjustable pylon bent |
| CN201292509Y (en) * | 2008-09-18 | 2009-08-19 | 湖南路桥建设集团公司 | Suspension bridge main girder construction segment conveying facilities |
| CN201433396Y (en) * | 2009-06-07 | 2010-03-31 | 中铁西北科学研究院有限公司 | Anchor cable steel rail pile wall |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733613A (en) * | 2012-06-06 | 2012-10-17 | 苏州金螳螂幕墙有限公司 | Vertical transportation method |
| CN102733613B (en) * | 2012-06-06 | 2013-12-18 | 苏州金螳螂幕墙有限公司 | Vertical transportation method |
| CN104790399A (en) * | 2015-03-23 | 2015-07-22 | 贵阳艺美观景观工程有限公司 | Construction material feeding and conveying method for slope construction |
| CN105019943A (en) * | 2015-07-24 | 2015-11-04 | 金川集团股份有限公司 | Protective device of cage overturning and ore discharging slope |
| CN107268630A (en) * | 2017-07-06 | 2017-10-20 | 中交路桥建设有限公司 | A kind of side slope protection construction material transport system and method |
| CN107419750A (en) * | 2017-08-31 | 2017-12-01 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice transport base and construction method |
| CN107419750B (en) * | 2017-08-31 | 2022-09-16 | 上海振华重工(集团)股份有限公司 | Final joint transportation base and construction method |
| CN108483303A (en) * | 2018-03-23 | 2018-09-04 | 中国十七冶集团有限公司 | A kind of ship shape draft gear of transport photo-voltaic power generation station construction material |
| CN108899807A (en) * | 2018-07-20 | 2018-11-27 | 中铁六局集团有限公司 | Subway long steep grade entrance electromechanics construction method of installation |
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|---|---|
| CN102060199B (en) | 2012-10-03 |
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