CN1488816A - Master-slave type pipe bag and construction process thereof - Google Patents
Master-slave type pipe bag and construction process thereof Download PDFInfo
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- CN1488816A CN1488816A CNA031504183A CN03150418A CN1488816A CN 1488816 A CN1488816 A CN 1488816A CN A031504183 A CNA031504183 A CN A031504183A CN 03150418 A CN03150418 A CN 03150418A CN 1488816 A CN1488816 A CN 1488816A
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- type pipe
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Abstract
The present invention relates to an underwater mud-blowing pipe bag for damming construction, in particular, it relates to a son-mother pipe bag and its construction method for building various large dams in river and coastal beach, specially for blocking dragon's mouth and closure. Said son-mother pipe bag is formed from son-bag and mother-bag the song-bag is placed in the mother-bag, and arranged along the width direction of mother-bag and positioned in the end portion of the mother bag. Said invention also provides its construction method, including the steps of setting floats, location, anchoring, laying, blow-filling son-bag and mother-bag with mortar.
Description
Technical field: the present invention relates to water conservancy build a dam dredge pipe bag and construction thereof under water, particularly a kind of primary-secondary type pipe bag and construction technology thereof.
Background technology: at present in the water conservancy construction process, particularly in the river, when river and coastal beach are built various dam, the general employing carried out jackstone in the both sides or a side of the dam foundation earlier, to slow down the flow velocity of water, carries out common pipe bag hydraulic reclamation then in rock weir.The common tube bag is subjected to the impact of current and water level very big, thus the small volume of making (general length in 60 meters, width 20 meters with interior hydraulic reclamation thickness between 50cm-60cm); In the situation that runs into deep water and torrent, can't correctly locate, and easily washed away in the sinking process, and be punctured by under water rib body piece stone easily, cause a bag interior silt particle to run off, can't pipe bag hydraulic reclamation is full.
Summary of the invention: the technical issues that need to address of the present invention are, under the situation of deep water torrent, how to increase the problem of pipe bag intensity, volume and rapid construction, solve the problem that the primary tube bag can't correctly be located, solve the problem that the primary tube bag is washed away by current easily, solve the problem that the primary tube bag is punctured by piece stone easily, solve the primary tube bag uneven problem of blowing sand.
Technical scheme of the present invention is: primary-secondary type pipe bag, comprise son bag and female bag, sub-bag is the also width setting of the female bag in edge in female bag, be positioned at the end of female bag, the son bag is one or 2, decides according to water (flow) direction, unimodal current, arrange one along water (flow) direction, bimodal current, a son bag respectively is set in that two of female bag are wide to the end.Female bag length and width are 10-120 rice, and its thickness is 1-3.5 rice behind the hydraulic reclamation, and primary-secondary type pipe bag adopts plastic woven cloth or polypropylene filament yarn woven fabric.The piece of pipe bag is perpendicular to the cross section of pipe bag.Be provided with the nylon gang rope around female bag, be interval with a plurality of draw rings along gang rope.Be provided with into the slurry sack at the two ends of son bag and the surface of female bag, advancing to starch sack is the sleeve formula, the advancing to starch the every 100-250 of sack square metre and arrange one of female bag, the diameter that advances to starch sack is 1.2 times into laitance coating dragon diameter, advancing to starch sack makes with whole piece width of cloth polypropylene filament yarn woven fabric, lap-joint reinforces and makes, and advancing to starch sack length is 0.3-15 rice.In pipe bag along cross-sectional direction advance to starch mozzle in the sack tube connector bag, draft-tube diameter is with to advance to starch the sack diameter identical, length is 2-50 rice.Surface at female bag is sewed with many reinforced bands at interval along the longitudinal section direction.
Construction technology of the present invention is: the ball float of diameter 100mm is set on four limits of primary-secondary type pipe bag earlier, and general per 20 meters arrange one, so that primary-secondary type pipe bag can check the position that it is correct after sinking under the water.Each is thrown and puts 3-8 2-5 ton positioning anchor in ion matrix pipe bag 10-15 rice waters, both sides, Longkou far away, the hoist engine of 2 tons of 2-4 platforms respectively is set on ground, both sides, Longkou, primary-secondary type pipe bag utilizes hawser to be connected with positioning anchor, hoist engine by draw ring, during construction, with manpower primary-secondary type pipe bag is transported to the waterside, be laid in the water with hoist engine, position and anchoring.Behind the primary-secondary type pipe bag location, by the operation at sea personnel first hydraulic reclamation is advanced to starch sack and fix the son bag that water level is put on the first hydraulic reclamation with advancing the laitance coating dragon, sink under water after son bag hydraulic reclamation is full, drive female bag and tilt, treat female bag submerged, the female bag of hydraulic reclamation is expired up to mother's bag is blown again.
The invention has the beneficial effects as follows: owing to adopt the protection composite bag structure; when carrying out hydraulic reclamation; elder generation's antithetical phrase bag carries out the hydraulic reclamation sedimentation; after treating son bag location, more female bag is carried out hydraulic reclamation, avoided the common tube bag under the more anxious situation of current, can't locate; easy washed away defective; and the son bag contact rib body piece stone under water that sinks earlier, avoided contacting of female bag and piece stone, have protective effect to female bag.Owing to be provided with nylon guiding principle rope, draw ring, reinforcing rib around female bag, make primary-secondary type pipe bag locate easily and increased intensity.Advance to starch sack and adopt the woven cloth of whole piece width of cloth polypropylene filament yarn to make, guaranteed to advance to starch the intensity of sack, avoided in torrent, advancing laitance coating dragon and the segregative problem of bag.Primary-secondary type pipe bag can borrow waterpower, wind-force to lay, and is convenient to accurate positioning.Blast is evenly distributed, and can control the blast orientation.Rapidly and efficiently, but disposable hydraulic reclamation amount 100-50400 cubic meter.Compare with common pipe bag construction, the consumption of the amount of labour used and geotextiles all can be saved more than 50%, and efficiency of construction improves 3-5 doubly, and the construction safety coefficient increases greatly.
Description of drawings
Fig. 1 is a structural representation vertical view of the present invention
Fig. 2 is a structural representation front view of the present invention
Fig. 3 is a deep water sinking schematic diagram of the present invention
Among the figure: the female bag of 1-, 2-bag, 3-nylon guiding principle rope, the 4-draw ring, 5-advances to starch sack, 6-mozzle, 7-reinforced bands, 8-positioning anchor, 9-hoist engine, 10-hawser.
The specific embodiment: embodiment 1 is with reference to accompanying drawing 1,2, for end elevation-6m (Wusong elevation), the shutoff of the wide 70 meters engineerings in Longkou, primary-secondary type pipe bag comprises son bag 2 and female bag 1, son bag 2 also along the width setting of female bag, is positioned at female bag 1 end in female bag 1, son bag 1 is one, set along water (flow) direction, female pipe bag length is 70 meters, and width is 65 meters, and its thickness is 2.5 meters behind the hydraulic reclamation, female bag adopts plastic woven cloth, and the son bag adopts the polypropylene filament yarn woven fabric.The piece of pipe bag is perpendicular to the cross section of pipe bag.Be provided with nylon gang rope 3 around female bag 1, be interval with a plurality of draw rings 4 along gang rope.Be provided with into slurry sack 5 at the two ends of son bag 2 and the surface of female bag 1, female bag 1 advance to starch sack 5 per 150 square metres arrange one, advance to starch sack 5 and be the sleeve formula, the diameter that advances to starch sack 5 is 1.2 times into laitance coating dragon diameter, advancing to starch sack 5 usefulness whole piece width of cloth polypropylene filament yarn woven fabrics makes, lap-joint reinforces and makes, and advancing to starch sack 5 length is 5 meters.In pipe bag along cross-sectional direction advance to starch mozzle 6 in the sack 5 tube connector bags, mozzle 6 diameters are with to advance to starch sack 5 diameters identical, length is 20 meters.Surface at female bag 1 is sewed with many reinforced bands 7 along vertical section direction interval.
Concrete construction technology is: with reference to Fig. 3, the ball float of diameter 100mm is set on four limits of primary-secondary type pipe bag earlier, general per 20 meters arrange one, so that primary-secondary type pipe bag can check the position that it is correct after sinking under the water.Behind the sinking position that determines primary-secondary type pipe bag, each is thrown and puts 43 tons of positioning anchors 8 in the waters, both sides, Longkou of 11 meters far away in ion matrix pipe bag, two 2 tons hoist engine 9 respectively is set on ground, both sides, Longkou, primary-secondary type pipe bag by draw ring 4 utilize that hawser 10 is connected with positioning anchor, hoist engine 9 connects, with manpower primary-secondary type pipe bag is transported to the waterside, be laid in the water with hoist engine, position and anchoring.Behind the primary-secondary type pipe bag location, by the operation at sea personnel first hydraulic reclamation is advanced to starch sack 5 and fix, first hydraulic reclamation bag 2 with advancing the laitance coating dragon, sink under water after son bag 2 hydraulic reclamations are full, drive female bag 1 and tilt, treat female bag 1 submerged, the female bag 1 of hydraulic reclamation is expired up to mother's bag 1 is blown again.According to the method described above, at first two primary-secondary type pipes of hydraulic reclamation sinking bag successively again above primary-secondary type pipe bag, the Longkou can be filled up.
Embodiment 3, with reference to Fig. 1,2,3, for end journey height-10 meter (Wusong journey height), the shutoff of the wide 30 meters engineerings in Longkou, current are unidirectional, and son bag quantity is one, and primary-secondary type pipe bag is adopted plastic woven cloth, female bag is long 30 meters, wide 25 meters, the thickness behind the hydraulic reclamation is 3 meters, and mozzle length is 5 meters, per 120 square metres of the sack that advances to starch of female bag arranges one, and advancing to starch sack 5 length is 1 meter.In the waters, both sides, Longkou of 10 meters far away in ion matrix pipe bag, throw 2 tons of positioning anchors and be 3 on one side, 22 tons hoist engine 9 respectively is set on ground, both sides, Longkou, utilize a primary-secondary type pipe bag to get final product shutoff Longkou one deck during construction, can be with 4 primary-secondary type pipe bags with the Longkou shutoff, all the other are identical with embodiment 1.
Claims (10)
1, primary-secondary type pipe bag comprises pipe bag, is provided with a plurality of sacks that advance to starch on the pipe bag, it is characterized in that: the pipe bag is made up of son bag and female bag, and the son bag is positioned at mother's bag end in female bag and along the width setting of female bag.
2, primary-secondary type pipe bag according to claim 1 is characterized in that, described son bag is one or 2, decide according to water (flow) direction, unimodal current, arranging one along water (flow) direction, bimodal current at the wide son bag of respectively arranging to the end of two of female bag.
3, primary-secondary type pipe bag according to claim 1 is characterized in that, female pipe bag length and width are 10-120 rice, and its thickness is 1-3.5 rice behind the hydraulic reclamation.
According to claim 1 or 3 described primary-secondary type pipe bags, it is characterized in that 4, primary-secondary type pipe bag is plastic woven cloth or polypropylene filament yarn woven fabric goods.
5, primary-secondary type pipe bag according to claim 1 is characterized in that, is provided with the nylon gang rope around female pipe bag, is interval with a plurality of draw rings along gang rope.
6, primary-secondary type pipe bag according to claim 1 is characterized in that, is provided with into the slurry sack at the two ends of son bag.
7, primary-secondary type pipe bag according to claim 1, it is characterized in that, the advancing to starch the every 100-250 of sack square metre and be provided with one of female bag, advancing to starch sack is the sleeve formula, the diameter that advances to starch sack is 1.2 times of laitance coating dragon diameter into, advance to starch sack and make with the woven cloth of whole piece polypropylene filament yarn, lap-joint reinforces and makes, and advancing to starch sack length is 0.3-15 rice.
8, primary-secondary type pipe bag according to claim 1 is characterized in that, in pipe bag along cross-sectional direction advance to starch mozzle in the sack tube connector bag, draft-tube diameter is with to advance to starch the sack diameter identical, length is 2-50 rice.
9, primary-secondary type pipe bag according to claim 1 is characterized in that, is sewed with many reinforced bands on the surface of female bag along vertical section direction interval.
10, the construction technology of the described primary-secondary type pipe of claim 1 bag, it is characterized in that, the ball float of diameter 100mm is set on four limits of primary-secondary type pipe bag earlier, general per 20 meters arrange one, behind the sinking position that determines primary-secondary type pipe bag, each is thrown and puts 3-8 2-5 ton positioning anchor in ion matrix pipe bag 10-15 rice waters, both sides, Longkou far away, the hoist engine of 2 tons of 2-4 platforms respectively is set on ground, both sides, Longkou, primary-secondary type pipe bag utilizes hawser and positioning anchor by draw ring, hoist engine connects, with manpower primary-secondary type pipe bag is transported to the waterside, be laid in the water with hoist engine, position and anchoring; Behind the primary-secondary type pipe bag location, first hydraulic reclamation is advanced to starch sack and to advance the laitance coating dragon fixing by the operation at sea personnel, first hydraulic reclamation bag sinks under water after son bag hydraulic reclamation is full, drives female bag and tilts, and treats female bag submerged, and the female bag of hydraulic reclamation is again expired until mother bag blown.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031504183A CN1182298C (en) | 2003-08-20 | 2003-08-20 | Master-slave type pipe bag and construction process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031504183A CN1182298C (en) | 2003-08-20 | 2003-08-20 | Master-slave type pipe bag and construction process thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1488816A true CN1488816A (en) | 2004-04-14 |
| CN1182298C CN1182298C (en) | 2004-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB031504183A Expired - Fee Related CN1182298C (en) | 2003-08-20 | 2003-08-20 | Master-slave type pipe bag and construction process thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100413795C (en) * | 2005-11-21 | 2008-08-27 | 河海大学 | Urban waters mud local dewatered process |
| CN101298763B (en) * | 2007-04-30 | 2010-05-19 | 上海勘测设计研究院 | Method for closure of dam |
| CN103321181A (en) * | 2013-05-25 | 2013-09-25 | 江苏昌泰建设工程有限公司 | Method for damming by hydraulic-filling full tailings to geomembrane bag woven by using split film yarns |
| CN112144385A (en) * | 2020-09-17 | 2020-12-29 | 江苏在铭建设工程有限公司 | Anti-scouring method for backfilling of flexible composite bagged sand |
-
2003
- 2003-08-20 CN CNB031504183A patent/CN1182298C/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100413795C (en) * | 2005-11-21 | 2008-08-27 | 河海大学 | Urban waters mud local dewatered process |
| CN101298763B (en) * | 2007-04-30 | 2010-05-19 | 上海勘测设计研究院 | Method for closure of dam |
| CN103321181A (en) * | 2013-05-25 | 2013-09-25 | 江苏昌泰建设工程有限公司 | Method for damming by hydraulic-filling full tailings to geomembrane bag woven by using split film yarns |
| CN112144385A (en) * | 2020-09-17 | 2020-12-29 | 江苏在铭建设工程有限公司 | Anti-scouring method for backfilling of flexible composite bagged sand |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1182298C (en) | 2004-12-29 |
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Granted publication date: 20041229 Termination date: 20120820 |