CN1963042A - Hydraulic sheeting and use method thereof - Google Patents
Hydraulic sheeting and use method thereof Download PDFInfo
- Publication number
- CN1963042A CN1963042A CNA2006100704024A CN200610070402A CN1963042A CN 1963042 A CN1963042 A CN 1963042A CN A2006100704024 A CNA2006100704024 A CN A2006100704024A CN 200610070402 A CN200610070402 A CN 200610070402A CN 1963042 A CN1963042 A CN 1963042A
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- Prior art keywords
- plate
- concrete pile
- water
- reinforced concrete
- slideway
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/14—Sealing joints between adjacent sheet piles
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/185—Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/24—Placing by using fluid jets
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Revetment (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A hydraulic plug-in board includes reinforcement concrete pile board and water pipes installed in it vertically, water distribution pipes which bottom is installed horizontally and connected with water distribution pipes, preformed reinforcement which is buried and one side is equipped with slideway, another side is equipped with slide board and the top is equipped with hoisting lifting ring, vertical baffle water way which is installed on said concrete pile board, two sides of slideway and slide board. Its usage includes:(A) lifting the reinforcement concrete pile board with hoisting equipment, putting it into ground layer by the mode of hydraulic injection through the water pipes and the water distribution pipes, inserting the slide board of another reinforcement concrete pile board into ground layer through the hollow square steel slideway with gap in ground layer; (B) overall connectivity between the boards, firstly cleaning-up the baffle water way with flush pipe, then putting rectangular casting bag into it and filling with cement mortar to forming a inner chamber water between boards and isolated with outer of board; (C) putting the slip casting pipe into the hollow square steel in said inner chamber, filling it with cement mortar from bottom to up, to making the whole combining part between boards form a concrete pile board whole device with sandwich steel board; (D) casting-in-situs or not the top beams.
Description
One, technical field
The present invention relates to hydraulic engineering and the underground integrated engineerings of steel bar concrete such as man-made island, road traffic bridge, sluice, culvert, canal for water conveyance in dam construction, harbor approach engineering, the water, relate in particular to a kind of hydraulic sheeting and using method.
Two, background technology
The engineering that the at present various reinforced concrete pile plates that utilize the waterpower spurt to enter the stratum are constructed, ubiquitous shortcoming and defect is: 1. advance a mode and rely on single waterpower spurt fully, it is slower to advance on the one hand stake, run on the other hand underground obstacle be difficult to by and get rid of; 2. stake plate joint portion is difficult to form the overall structure with high strength and high sealability degree.Chinese patent ZL200420040430.8 " hydraulic sheeting slideway slide plate " is though proposed a kind of plate link technique, but two plate joint portions are not provided with the inner cavity chamber that the water proof road can't form sealing, cause the cement paste that injects bottom, two plate joint portions because exist the leakage problem to return stake plate top on can not be normally and are difficult to the sealing effect that reaches predetermined; 3. all need to be provided with water pipeline, injection water pipeline or waterpower fountain head on various jetted pile plates and present each piece stake plate of hydraulic sheeting, thereby processing charges and steel consumption are rolled up.Each piece stake plate all will connect the high service pipeline one time in the work progress, has prolonged the engineering time, has increased construction cost.
Three, summary of the invention
The technical problem to be solved in the present invention provides a kind of hydraulic sheeting and the using method that can insert the stratum fast and can effectively get rid of underground obstacle, bonding strength and seal degree reach a link technique of plate bulk properties index fully between the employing stake plate, the construction technology that adopts project plate water pipe was not set and sprays water pipe can under the cooperation of tool palette, enter the stratum, can effectively solve the shortcoming and defect that exists in the prior art, reach and improve a speed, strengthen the ability of getting rid of underground obstacle, reduce steel consumption, save the engineering time of a water supply line of every block of stake plate dismounting, realize that high strength monolithic connects between the stake plate, to reach the raising speed of application, reduce construction costs, strengthen the safety and stability performance, change the purpose of existing engineering construction construction mode.
Hydraulic sheeting of the present invention, comprise reinforced concrete pile plate and the interior water pipe of vertically installing excessively thereof, the water yield distribution pipe that is connected with the mistake water pipe that bottom transverse is installed, the slideway that one side is installed, the slide plate that opposite side is installed, the lifting suspension ring that install at the top and the reserved steel bar of burying underground, the vertical water proof road that also comprise on the described reinforced concrete pile plate, the both sides of slideway, slide plate is provided with.
Wherein, the lower end of described reinforced concrete pile plate is parallel, taper or single face bevel.Described water yield distribution pipe, its first half are embedded in the reinforced concrete pile plate, and the latter half is provided with the water flow jet hole, and the diameter in hole is 2-8mm, and the allotment area of each spray-hole on described reinforced concrete pile plate cross section is 9-36cm
2, indenting ground evenly distributes.Described water proof road is semicircle, en shape, half rectangle, half rhombus and the half elliptic groove that reinforced concrete pile plate lateral vertical is provided with, and two blocks of stake plates are lowered to can form full circle, perfect square, whole rectangular, whole rhombus and whole ellipsoidal structure after underground.Described water proof road is each one of slideway and slide plate both sides, or establishes one at slideway slide plate either side, or does not establish the water proof road fully.Described slideway is the manufactured goods that the outside is provided with the hollow square steel of vertical breach or channel-section steel, angle steel, steel plate.Described slide plate be half in the reinforced concrete pile plate, i iron that second half exposes outside or T steel, when being lowered to the stratum, slide plate is in slideway.Described reinforced concrete pile plate also is designed to its waterpower distribution pipe lower end and is installed on the tool palette structure of moving towards corresponding to Metal Cutting blade with it.Described reinforced concrete pile plate also designs the simplification shape project plate structure that only is provided with slideway, slide plate and water proof road on it.Described reinforced concrete pile plate also can be made into up-small and down-big big foot formula stake plated construction.
Hydraulic sheeting of the present invention and using method, comprise that (A) lifts by crane the reinforced concrete pile plate with lifting appliance, be lowered to the stratum by sluice and water yield distribution pipe in the mode of jetting, the slide plate of another piece reinforced concrete pile plate is injected from the breach hollow square steel slideway of the stake plate that is lowered to the stratum, be lowered to the stratum, it is characterized in that also comprising that the integral body between (B) each plate connects, at first with jet water spout flushing water proof road, be lowered to strip mould bag and fills with water mud then, make to form between plate and the outer isolated fully inner cavity chamber of plate; (C) be lowered to grouting pipe in the hollow square steel in this inner cavity chamber, fills with water mud from bottom to up, the joint portion will form a kind of steel bar concrete overall structure that has sandwich steel plate between whole plate; (D) cast-in-place top cross-bar or do not water top cross-bar when cast-in-place, is utilized reserved steel bar and newly-increased transverse reinforcement, and cast-in-situ concrete after the unified colligation forms transverse integral, and according to requirement of engineering, some engineering can not watered crossbeam, also reserved steel bar not on the reinforced concrete pile plate.
Wherein, described (A) operation also can be and trips out after the tool palette that will cutting blade be installed cuts the stratum, is lowered in the stratum of cutting and simplifies the shape project plate, cuts and is lowered to and hocket, other operation forms in the final stratum and simplifies shape project plate overall structure with (B), (C), (D).Described (A) operation also can all be finished by tool palette, and other operation forms the overall structure that is made of tool palette with (B), (C), (D) in the final stratum.
The present invention compared with prior art has following advantage:
1, hydraulic sheeting has the function of waterpower cutting, whole connection, cast-in-place crossbeam and vertical-lift, can make a plate in the firm integral body of underground formation, the seal degree of joint portion and bonding strength can meet or exceed a performance of plate body between plate, avoided infiltration between the existing various pile foundation engineering ubiquity stake plates, leak or have connected bad problem.
2, to the reasonable distribution of High-Pressure Water the speed of advancing under the normal condition is accelerated by water yield distribution pipe significantly, under the underground situation that has obstructions such as trunk, piece stone, adopted stratum cutting tool plate effectively to get rid of and to pass through.
3, the underground integrated engineering of steel bar concrete all is to build by the method for assembling reinforcement Cast-in-place concrete after the earth excavation at present, this construction technology is owing to formed the underground stake plate link technique of a cover original creation and can make the bonding strength of joint portion between plate and seal degree meet or exceed a peculiar advantage of plate bulk properties, thereby can become some blocks of stake plates with the underground construction of integral body is prefabricated on ground, it is underground with the insertion of stake plate successively by the same form of construction work of similar pendulum building blocks to use the hydraulic sheeting technology, implements whole link technique then and make it form an integrated engineering between the stake plate.Engineerings such as for example underground culvert, underground traffic tunnel can both be built in such a way.Change traditional engineering construction pattern and can increase substantially speed of application, reduce construction costs and guarantee the safety and stability performance and the quality specifications of engineering, form the new model that the underground integrated engineering of a kind of steel bar concrete is built.
4, need on each jetted pile plate, all water pipeline and fountain head, sparge pipe to be installed, save processing and fabricating expense and steel consumption expense.
5, avoid each piece stake plate all will connect water supply line No. one time in the work progress, saved the engineering time, can reduce construction cost.
6, the Cast-in-place concrete cap increased bonding strength after the top reserved steel bar can be unified colligation by the increase transverse reinforcement.
7, hydraulic sheeting is as bridge pier, when harbour stake equivalent-load pile foundation is used, the part that the stake plate can be entered the stratum is prefabricated into the big foot stake, and after inserting the stratum, utilize the water pipe injection cement paste of crossing in the plate to make the interval between a plate and the stratum all be consolidated into concrete integral body immediately, thereby increase substantially the cost that single pile bearing capacity reduces whole engineering.
Four, description of drawings
Fig. 1 is a structural representation of the present invention,
Fig. 2 is by structure schematic top plan view shown in Figure 1,
Fig. 3 is by structure schematic side view shown in Figure 1,
Fig. 4 is by structure water yield distribution pipe jet water course schematic diagram shown in Figure 1,
Fig. 5 is that water yield distribution pipe spray-hole distribution shown in Figure 4 launches schematic diagram,
Fig. 6 is by tool palette structural representation shown in Figure 1,
Fig. 7 is by project plate structural representation shown in Figure 1,
Fig. 8 is the present invention's view of constructing,
Fig. 9 is a reinforced concrete pile plate shown in Figure 8 joint portion schematic top plan view,
Figure 10 is that reinforced concrete pile plate junction surface forms inner cavity chamber's schematic diagram,
Figure 11 has sandwich steel plate concrete overall structure schematic diagram for the reinforced concrete pile plate forms,
Figure 12 is that cement paste construction schematic diagram injects in inner cavity chamber shown in Figure 10,
Figure 13 unifies colligation transverse reinforcement schematic diagram for the top reserved steel bar,
Figure 14 is a Cast-in-place concrete tie-beam schematic diagram,
Figure 15 forms the bank protection schematic diagram for the reinforced concrete pile plate both sides rubble of jettisoninging,
Figure 16 is by structure big foot stake plate schematic diagram shown in Figure 1,
Figure 17 is the A-A generalized section of structure shown in Figure 16,
Figure 18 is the B-B generalized section of structure shown in Figure 16.
Five, the specific embodiment
Consult Fig. 1-Figure 18, a kind of hydraulic sheeting, comprise reinforced concrete pile plate 1 and the interior water pipe of vertically installing 2 excessively thereof, the water yield distribution pipe 3 that is connected with the mistake water pipe that bottom transverse is installed, the slideway 5 that one side is installed, lifting suspension ring that the slide plate 6 that opposite side is installed, top are installed 8 and the reserved steel bar of burying underground 9, the vertical water proof road 7 that also comprise on the described reinforced concrete pile plate 1, the both sides of slideway, slide plate is provided with.
The lower end of reinforced concrete pile plate 1 is parallel, taper or single face bevel.The first half of water yield distribution pipe 3 is embedded in the reinforced concrete pile plate, and the latter half is provided with water flow jet hole 10, and the diameter in hole is 2-8mm, and the allotment area of each spray-hole on described reinforced concrete pile plate cross section is 9-36cm
2, indenting ground evenly distributes.Water proof road 7 is semicircle, en shape, half rectangle, half rhombus and the half elliptic groove that reinforced concrete pile plate lateral vertical is provided with, and two blocks of stake plates are lowered to can form full circle, perfect square, whole rectangular, whole rhombus and whole ellipsoidal structure after underground.Water proof road 7 is each one of slideway 5 and slide plate 6 both sides, or establishes one at slideway slide plate either side, or does not establish the water proof road fully.Slideway is the manufactured goods that the outside is provided with the hollow square steel of vertical breach or channel-section steel, angle steel, steel plate.Slide plate be half in the reinforced concrete pile plate, i iron that second half exposes outside or T steel, when being lowered to the stratum, slide plate is in slideway.The reinforced concrete pile plate also is designed to its waterpower distribution pipe lower end and is installed on the tool palette structure of moving towards corresponding to Metal Cutting blade 4 with it.The reinforced concrete pile plate also designs the simplification shape project plate structure that only is provided with slideway, slide plate and water proof road on it.An if water proof road or do not establish water proof road fibrous root according to the special requirement of engineering decision.When the reinforced concrete pile plate is used to build the very big engineering of bridge pier equivalent-load load, also can be made into up-small and down-big big foot formula stake plated construction.
Hydraulic sheeting of the present invention and using method, comprise that (A) lifts by crane the reinforced concrete pile plate with lifting appliance, with water pump 13 water under high pressure is lowered to the stratum by crossing water pipe and water yield distribution pipe in the mode of jetting, the slide plate of another piece reinforced concrete pile plate is injected from the breach hollow square steel slideway of the stake plate that is lowered to the stratum, be lowered to the stratum, comprise that also the integral body between (B) each plate connects, at first with jet water spout flushing water proof road, be lowered to strip mould bag and fills with water mud then, make to form between plate and the outer isolated fully inner cavity chamber 14 of plate; (C) be lowered to grouting pipe 15 in the hollow square steel in this inner cavity chamber, fills with water mud from bottom to up, the joint portion will form a kind of steel bar concrete overall structure that has sandwich steel plate between whole plate; (D) cast-in-place top cross-bar 16 or do not water top cross-bar according to the requirement of engineering.When cast-in-place, utilize reserved steel bar 9 and newly-increased transverse reinforcement, cast-in-situ concrete after the unified colligation forms transverse integral, and according to requirement of engineering, some engineering can not watered crossbeam, also reserved steel bar not on the reinforced concrete pile plate.
(A) operation also can be and trips out after the tool palette that will cutting blade be installed cuts the stratum, in the stratum of cutting, be lowered to and simplify the shape project plate, cut and be lowered to and hocket, other operation forms simplification shape project plate overall structure with (B), (C), (D) in the final stratum.(A) operation also can all be finished by tool palette, and other operation forms the overall structure that is made of tool palette with (B), (C), (D) in the final stratum.
Construction is particularly built hydraulic sheeting engineering in the ocean and form the bank protection 17 of certain altitude with further enhanced stability and rupture strength according to the actual needs of the engineering part rubble of can jettisoninging in the both sides of hydraulic sheeting after being finished above-mentioned operation in water.
Hydraulic sheeting is as under the situation of building bridge pier, the use of harbour stake equivalent-load pile foundation, go into ground part by assembling reinforcement and Cast-in-place concrete with the stake plate when the preformed pile plate of ground, launch to form the big foot stake to both wings, make single pile enter the side that has behind the stratum and rub that area and end bearing surface are long-pending to be far longer than traditional pile body, and the whole fills with water sludge consolidatings in stake plate and the interval between the stratum are become concrete integral body, thereby the supporting capacity of single pile is increased considerably, reach and shorten pile foundation length, reduce the purpose of construction costs.
Claims (13)
1, a kind of hydraulic sheeting, comprise reinforced concrete pile plate and the interior water pipe of vertically installing excessively thereof, the water yield distribution pipe that is connected with the mistake water pipe that bottom transverse is installed, the slideway that one side is installed, the slide plate that opposite side is installed, the lifting suspension ring that install at the top and the reserved steel bar of burying underground, the vertical water proof road that it is characterized in that also comprising on the described reinforced concrete pile plate, the both sides of slideway, slide plate is provided with.
2, hydraulic sheeting according to claim 1, the lower end that it is characterized in that described reinforced concrete pile plate are parallel, taper or single face bevel.
3, hydraulic sheeting according to claim 1, it is characterized in that described water yield distribution pipe, its the first half is embedded in the reinforced concrete pile plate, the latter half is provided with the water flow jet hole, the diameter in hole is 2-8mm, and the allotment area of each spray-hole on described reinforced concrete pile plate cross section is 9-36cm
2, indenting ground evenly distributes.
4, hydraulic sheeting according to claim 1, it is characterized in that described water proof road is semicircle, en shape, half rectangle, half rhombus and the half elliptic groove that reinforced concrete pile plate lateral vertical is provided with, two blocks of stake plates are lowered to can form full circle, perfect square, whole rectangular, whole rhombus and whole ellipsoidal structure after underground.
5,, it is characterized in that described water proof road is each one of slideway and slide plate both sides, or establish one, or do not establish the water proof road fully at slideway slide plate either side according to claim 1 or 4 described hydraulic sheetings.
6, hydraulic sheeting according to claim 1 is characterized in that described slideway is the manufactured goods that the outside is provided with the hollow square steel of vertical breach or channel-section steel, angle steel, steel plate.
7, hydraulic sheeting according to claim 1, it is characterized in that described slide plate for half in the reinforced concrete pile plate, i iron that second half exposes outside or T steel, when being lowered to the stratum, slide plate is in slideway.
8, hydraulic sheeting according to claim 1 is characterized in that described reinforced concrete pile plate also is designed to its waterpower distribution pipe lower end and is installed on the tool palette structure of moving towards corresponding to Metal Cutting blade with it.
9, hydraulic sheeting according to claim 1 is characterized in that described reinforced concrete pile plate also designs the simplification shape project plate structure that only is provided with slideway, slide plate and water proof road on it.
10, hydraulic sheeting according to claim 1 is characterized in that described reinforced concrete pile plate also can be made into up-small and down-big big foot formula stake plated construction.
11, a kind of hydraulic sheeting and using method, comprise that (A) lifts by crane the reinforced concrete pile plate with lifting appliance, be lowered to the stratum by sluice and water yield distribution pipe in the mode of jetting, the slide plate of another piece reinforced concrete pile plate is injected from the breach hollow square steel slideway of the stake plate that is lowered to the stratum, be lowered to the stratum, it is characterized in that also comprising that the integral body between (B) each plate connects, at first with jet water spout flushing water proof road, be lowered to strip mould bag and fills with water mud then, make to form between plate and the outer isolated fully inner cavity chamber of plate; (C) be lowered to grouting pipe in the hollow square steel in this inner cavity chamber, fills with water mud from bottom to up, the joint portion will form a kind of steel bar concrete overall structure that has sandwich steel plate between whole plate; (D) cast-in-place top cross-bar or do not water top cross-bar when cast-in-place, is utilized reserved steel bar and newly-increased transverse reinforcement, and cast-in-situ concrete after the unified colligation forms transverse integral, and according to requirement of engineering, some engineering can not watered crossbeam, also reserved steel bar not on the reinforced concrete pile plate.
12, hydraulic sheeting according to claim 11 and using method, it is characterized in that tripping out after described (A) operation also can be the tool palette incision stratum that cutting blade will be installed, in the stratum of cutting, be lowered to and simplify the shape project plate, cut and be lowered to and hocket, other operation forms in the final stratum and simplifies shape project plate overall structure with (B), (C), (D).
13, according to claim 11 or 12 described hydraulic sheeting and usings method, it is characterized in that described (A) operation also can all be finished by tool palette, other operation forms the overall structure that is made of tool palette with (B), (C), (D) in the final stratum.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100704024A CN100387785C (en) | 2006-11-24 | 2006-11-24 | Hydraulic sheeting and use method thereof |
| US12/516,200 US20100054859A1 (en) | 2006-11-24 | 2007-06-28 | Hydraulic Sliding Insertion Panel and Its Using Method |
| PCT/CN2007/002015 WO2008061415A1 (en) | 2006-11-24 | 2007-06-28 | A hydraulic sliding insertion panel and its using method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100704024A CN100387785C (en) | 2006-11-24 | 2006-11-24 | Hydraulic sheeting and use method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1963042A true CN1963042A (en) | 2007-05-16 |
| CN100387785C CN100387785C (en) | 2008-05-14 |
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ID=38082257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100704024A Expired - Fee Related CN100387785C (en) | 2006-11-24 | 2006-11-24 | Hydraulic sheeting and use method thereof |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20100054859A1 (en) |
| CN (1) | CN100387785C (en) |
| WO (1) | WO2008061415A1 (en) |
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| CN104727302A (en) * | 2015-03-30 | 2015-06-24 | 中铁七局集团第三工程有限公司 | Cast-in-place construction process for inter-pile board wall between slide-resistant piles |
| CN106759343A (en) * | 2016-12-13 | 2017-05-31 | 中铁十九局集团第二工程有限公司 | Ring cutting pile tube under water under high pressure |
| CN107142928A (en) * | 2016-10-18 | 2017-09-08 | 山东宏旭建设有限公司 | Discharge jet, using the discharge jet peg board and peg board enter stratum method |
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- 2006-11-24 CN CNB2006100704024A patent/CN100387785C/en not_active Expired - Fee Related
-
2007
- 2007-06-28 WO PCT/CN2007/002015 patent/WO2008061415A1/en active Application Filing
- 2007-06-28 US US12/516,200 patent/US20100054859A1/en not_active Abandoned
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088820A (en) * | 2013-01-15 | 2013-05-08 | 东营石大海辰科技有限责任公司 | Waterpower self-excited oscillation jet flow vibratory pile sinking device and pile sinking technology |
| CN103088820B (en) * | 2013-01-15 | 2015-07-08 | 东营石大海辰科技有限责任公司 | Waterpower self-excited oscillation jet flow vibratory pile sinking device and pile sinking technology |
| CN104727302A (en) * | 2015-03-30 | 2015-06-24 | 中铁七局集团第三工程有限公司 | Cast-in-place construction process for inter-pile board wall between slide-resistant piles |
| CN104727302B (en) * | 2015-03-30 | 2016-06-29 | 中铁七局集团第三工程有限公司 | Board wall cast-in-place construction technique between a kind of friction pile stake |
| CN107142928A (en) * | 2016-10-18 | 2017-09-08 | 山东宏旭建设有限公司 | Discharge jet, using the discharge jet peg board and peg board enter stratum method |
| CN106759343A (en) * | 2016-12-13 | 2017-05-31 | 中铁十九局集团第二工程有限公司 | Ring cutting pile tube under water under high pressure |
| CN107366287A (en) * | 2017-07-05 | 2017-11-21 | 浙江宏力阳生态建设股份有限公司 | A kind of fluidic architecture for waterpower pile sinking |
| CN109778786A (en) * | 2019-03-02 | 2019-05-21 | 何富荣 | A kind of no bank of stone dam and the dam construction building method |
Also Published As
| Publication number | Publication date |
|---|---|
| US20100054859A1 (en) | 2010-03-04 |
| WO2008061415A1 (en) | 2008-05-29 |
| CN100387785C (en) | 2008-05-14 |
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