CN104372788A - Vibro-replacement stone column machine and construction method thereof - Google Patents
Vibro-replacement stone column machine and construction method thereof Download PDFInfo
- Publication number
- CN104372788A CN104372788A CN201410639522.6A CN201410639522A CN104372788A CN 104372788 A CN104372788 A CN 104372788A CN 201410639522 A CN201410639522 A CN 201410639522A CN 104372788 A CN104372788 A CN 104372788A
- Authority
- CN
- China
- Prior art keywords
- guide rod
- telescopic guide
- pipe
- sleeve pipe
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/054—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a vibro-replacement stone column machine and a construction method thereof. The vibro-replacement stone column machine comprises a crane system, an automatic feeding system, a drill rod system and a vibrator system. The method includes the steps that when the vibro-replacement stone column machine conducts vibrator ultra-deep construction, a steel wire rope winding device enables a vibrator connected below a telescopic guide rod to descend gradually by releasing sleeves in a column hole of the telescopic guide rod layer by layer; while the steel wire rope winding device enables the sleeves in the telescopic guide rod to be released layer by layer, a cable winding device, a water pipe winding device and a gas pipe winding device synchronously release a cable, a water pipe and a gas pipe placed in the telescopic guide rod; the vibrator vibrates downwards continuously through electric power, clear water and gas supplied by the cable, the water pipe and the gas pipe which descend synchronously along with the vibrator, so that an ultra-deep vibro-replacement stone column hole is formed; after the ultra-depth vibro-replacement stone column hole reaches a preset depth, the hole is cleaned up, stone is thrown into the hole, a column can be manufactured in a vibration and compaction mode, and thus an ultra-depth vibro-replacement stone column can be formed.
Description
Technical field
The present invention relates to Foundation Design construction technique field, particularly a kind of vibro replacement stone column machine and construction method realizing ultra-deep encryption.
Background technology
In Soft Soil Ground And Foundation consolidation process engineering, advantages such as vibro replacement stone column technique is remarkably productive with construction quality, construction technology is simple, construction cost is low, filling material wide material sources and obtain extensive use.Especially at earthquake Chang Faqu, Vibro-replacement Stone Column technique has outstanding anti-seismic performance with the composite foundation of anti-liquefaction and formation and becomes the technique of designer's first-selection.
Inherently see, vibroflotation method is the water using higher pressure water in sand, rubble, soil layer, sometimes also will add cobble or rubble is replaced, and therefore, is in a kind of slurry condition in hole always.Under shallow-layer shakes the condition of rushing within 20 meters, single guide rod (swing pipe) is used to reach engineering purpose; More deeply shake for punching for 30-40 meter level, use main equipment, single lengthening guide rod also can reach engineering purpose, and just engineering cost greatly increases; When hole depth more than 50 meters, if continue to use single guide rod, not only engineering cost is difficult to bear, and potential safety hazard sharply increases, and vibroflotation technique cannot continue.For this reason, applicant has developed a kind of telescopic guide rod, to carry out the operation of ultra-deep vibro-replacement stone on the stratum dark more than 40 meters.
But, because telescopic guide rod is made up of more piece guide rod, and work in the environment of rubble, sand, mud mixing and under bottom connection large-scale vibrating equipment state, therefore, once mud and sandstone wherein enter among the gap of inside and outside guide rod, make telescopic guide rod card, then vibrating impacter will be imbedded in hole, make vibrating and impacting construction of ballast pile failure, and bring about great losses.
Summary of the invention
Object of the present invention is exactly to solve the problem, a kind of the vibro replacement stone column machine and the construction method that realize ultra-deep encryption are provided, its structure is simple, easy to use, make vibro replacement stone column machine can the darker ground of reinforcement depth, and the accident that the vibrating impacter avoided telescopic guide rod card and cause is imbedded in hole occur.
According to a first aspect of the invention, the invention provides a kind of construction method of vibro replacement stone column machine, described vibro replacement stone column machine comprises crane system, auto feed system, drill pipe system and vibrating impacter system, and described method comprises:
The cable winding plant of described auto feed system, water pipe winding plant, tracheae winding plant and wire rope winding plant are synchro-feed;
When described vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, described wire rope winding plant, by successively stretching the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below described telescopic guide rod transfer gradually;
While described wire rope winding plant successively transfers the sleeve pipe in telescopic guide rod, described cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod;
Described vibrating impacter utilizes described cable, the electric power of water pipe and tracheae supply, clear water and the gas synchronously declined with it constantly to shake downwards and rushes pore-creating;
After ultra-deep vibro-replacement stone stake holes reaches desired depth, vibroflotation compaction stake is carried out, to form ultra-deep vibro replacement stone column in clear hole, input building stones.
In addition, said method of the present invention also comprises: when described vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, increase along with vibroflotation depth or reduce, stretch in stake holes gradually and shrink telescopic guide rod, rush pore-creating to make the described vibrating impacter be positioned at below telescopic guide rod constantly shake downwards or upwards encrypt stake processed; During described telescopic guide rod stretches contraction gradually, by continuing water filling in described telescopic guide rod, in telescopic guide rod, be full of press water; All the time the hydraulic pressure of stake holes is greater than by making hydraulic pressure in described telescopic guide rod, the press water in described telescopic guide rod is forced to flow to mud stake holes from the shell clearance of telescopic guide rod, realize hydraulic pressure dynamic equilibrium, enter to prevent the sandstone in mud and be stuck in described shell clearance.
Preferably, described auto feed system is installed on the rear portion of described crane system, as the counterweight of described crane system; Described telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe.
Preferably, the described water filling in described telescopic guide rod that continues comprises: the lower end outlet of the water injection pipe being exclusively used in water filling in pipe being installed to the bottom sleeve pipe of described telescopic guide rod, is used for stoping the outer mixing water containing mud rubble of pipe via the clear water in shell clearance inflow pipe to introduce; The clear water of outside is continued via described water injection pipe the lower end being pumped into described bottom sleeve pipe, so that described clear water flows from the lower end of bottom sleeve pipe to top layer sleeve pipe.
Preferably, the described hydraulic pressure making hydraulic pressure in telescopic guide rod be greater than stake holes all the time comprises: install above described top layer sleeve pipe and be communicated with described top layer collar cavities and the catch basin with delivery port; By controlling the clear water flow being pumped into described bottom sleeve pipe, making clear water in pipe while flowing to outside pipe from shell clearance, rise to described catch basin, and discharging from catch basin delivery port; By described catch basin is positioned on ground in work progress, form the water-head of mixing water in press water and stake holes in telescopic guide rod, thus force the hydraulic pressure in telescopic guide rod to be greater than the hydraulic pressure of stake holes all the time.
In addition, said method of the present invention also comprises: during described telescopic guide rod stretches gradually or shrinks, and by continuing gas injection in described telescopic guide rod, being blown from bottom to top by the sand entered in described telescopic guide rod, making sand at boiling in ducts.
According to a second aspect of the present invention, the invention provides a kind of vibro replacement stone column machine, comprise crane system, auto feed system, drill pipe system and vibrating impacter system, wherein:
Described auto feed system comprises the cable winding plant of synchro-feed, water pipe winding plant, tracheae winding plant and wire rope winding plant;
Described auto feed system is installed on the rear portion of described crane system, as the counterweight of described crane system;
Described telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe; Wherein:
When described vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, described wire rope winding plant, by successively stretching the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below described telescopic guide rod transfer gradually;
While described wire rope winding plant successively transfers the sleeve pipe in telescopic guide rod, described cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod;
Described vibrating impacter utilizes described cable, the electric power of water pipe and tracheae supply, clear water and the gas synchronously declined with it constantly to shake downwards and rushes pore-creating;
After ultra-deep vibro-replacement stone stake holes reaches desired depth, vibroflotation compaction stake is carried out, to form ultra-deep vibro replacement stone column in clear hole, input building stones.
Preferably, described water pipe winding plant has the water injection pipe for realizing hydraulic pressure dynamic equilibrium; Described tracheae winding plant has the air injection pipe for preventing from managing interior desilting; The wire rope of described wire rope winding plant connects the bottom sleeve pipe of described guide rod, to transfer or to lift described bottom sleeve pipe, makes length elongation or the shortening of described guide rod; Described water injection pipe and described air injection pipe are connected the lower end of described bottom sleeve pipe respectively.
Preferably, the bumper assembly of described vibrating impacter system comprises: the rubber absorbers assembly in tubular; Be embedded in the upper adpting flange for connecting described guide rod on rubber absorbers assembly top; Be embedded in the lower adpting flange for connecting described transit joint of rubber absorbers assembly bottom; Wherein, the bonding surface of described upper adpting flange and described guide rod is provided with hermetically-sealed construction; Wherein, the bonding surface of described lower adpting flange and described transit joint is provided with lower seal structure.
Preferably, described upper hermetically-sealed construction and described lower seal structure comprise respectively: the cannelure being arranged on described upper adpting flange top or described lower adpting flange bottom; Be placed in the upper sealing ring in described cannelure.
Compared with prior art, the present invention has following beneficial effect:
1) by elongating or shortening the length of multilayer sleeve in stake holes, regulating vibrating impacter lowered position, making the vibrating impacter carrying out vibro-replacement stone operation can arrive the degree of depth of 90 meters, solve the difficult problem that this area reinforces dark Soft Soil Ground And Foundation;
2) by making the hydraulic pressure dynamic equilibrium in telescopic guide rod, the mixtures such as the earth in stake holes, sandstone can be stoped to enter into telescopic guide rod inner, thus ensure that telescopic guide rod can free-extension, thus reliably carrying out of guaranteeing that vibro-replacement stone operates;
3) by telescopic guide rod gas injection, by a small amount of sand blowout entered in telescopic guide rod, thus avoid managing interior desilting.
Below in conjunction with accompanying drawing, the present invention is described in detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of the vibro replacement stone column machine with the synchronous auto feed system of multireel dish of the present invention;
Fig. 2 is the left side view shown in Fig. 1;
Fig. 3 is the structural representation of the synchronous auto feed system of figure multireel of the present invention dish;
Fig. 4 is the structural representation of the drill pipe system of vibro replacement stone column machine;
Fig. 5 is that the N-N shown in Fig. 4 is to sectional view;
Fig. 6 is the structural representation of vibro replacement stone column machine guide rod pallet component;
Fig. 7 is the right side view shown in Fig. 6;
Fig. 8 is the structural representation of telescopic guide rod;
Fig. 9 is the cross section cut-away view that top layer sleeve pipe and intermediate casing are slidably connected;
Figure 10 is the cross section cut-away view that bottom sleeve pipe and intermediate casing are slidably connected;
Figure 11 is the structural representation of the second sleeve pipe in intermediate casing;
Figure 12 is the enlarged drawing of part A shown in Fig. 8;
Figure 13 is the structural representation of the pallet of guide rod pallet component first embodiment;
Figure 14 is the structural representation of the pallet of guide rod pallet component second embodiment;
Figure 15 is the structural representation of vibrating impacter of the present invention;
Figure 16 is the structural representation of bumper assembly of the present invention;
Figure 17 is the schematic diagram of vibro replacement stone column machine construction method of the present invention.
Detailed description of the invention
As shown in Figure 1 and Figure 2, for the structural representation of vibro replacement stone column machine provided by the invention, as seen from the figure, vibro replacement stone column machine comprises: crane system 400, auto feed system 300, drill pipe system 100 and vibrating impacter system 200, the cable winding plant 302 of auto feed system, water pipe winding plant 304, tracheae winding plant 301 and wire rope winding plant 303 are synchro-feed, wherein, in drill pipe system, the axial length of guide rod 101 is adjustable, so as to change the relative ground of vibrating impacter system transfer or on carry position; Wherein, auto feed system is installed on the rear portion of crane 401 in crane system 400, as the counterweight of crane.
Concrete, as shown in Figure 1-Figure 3, the cable winding plant 302 in auto feed system, water pipe winding plant 301 and tracheae winding plant 304 have respectively makes vibrating impacter realize cable 321, first water pipe 311 and first tracheae 341 of vibro-replacement stone function for being connected with vibrating impacter system.In addition, water pipe winding plant also has the second water pipe 312 for making vibrating impacter realize hydraulic pressure dynamic equilibrium in vibro-replacement stone operation; Tracheae winding plant also has the second tracheae 342 for making vibrating impacter realize dynamically balanced air pressure in vibro-replacement stone operation.
And drill pipe system 100 has the telescopic guide rod 101 along its axial elongation or shortening, this telescopic guide rod has the multilayer sleeve be socketed successively from inside to outside; Wherein, wire rope 331 connects the bottom sleeve pipe 5 in multilayer sleeve, to transfer or to lift bottom sleeve pipe, makes length elongation or the shortening of multilayer sleeve; Wherein, the second water pipe 312 and the second tracheae 342 are connected the top (as shown in Figure 4, Figure 5) of the bottom sleeve pipe 5 in multilayer sleeve respectively; And the first water pipe 311, first tracheae 341, cable 321 are from top to bottom through each layer sleeve pipe in telescopic guide rod, and be connected with vibrating impacter.
In auto feed system of the present invention, its water pipe winding plant 301 and tracheae winding plant 304 are except having the first water pipe 311 for making vibrating impacter realize vibro-replacement stone function and the first tracheae 341, also have for making the vibrating impacter of vibro replacement stone column machine realize the second water pipe 312 of hydraulic pressure dynamic equilibrium and realize the second tracheae 342 of dynamically balanced air pressure respectively, further, wire rope 331, second water pipe of its wire rope winding plant 303, the second tracheae are separately fixed at the top of bottom sleeve pipe 5.When the wire rope in auto feed system plays lift to bottom sleeve pipe or transfers effect, the second water pipe, the second tracheae can along with synchronously lifting or transferring, thus make telescopic guide rod change length.
When multilayer sleeve due to telescopic guide rod all stretches out, the total length of telescopic guide rod can reach 90 meters, and therefore vibro replacement stone column machine of the present invention can carry out vibro-replacement stone operation to the stratum that the degree of depth is greater than 40 meters.And carry out in the process of vibro-replacement stone operation at vibrating impacter, because telescopic guide rod works under the environment of rubble, sand, mud three mixing, therefore, the mixture of rubble, sand, mud is easy to the gap entered between the multilayer sleeve of telescopic guide rod, the multilayer of telescopic guide rod or which floor sleeve pipe are stuck, thus make the vibrating impacter 230 of vibrating impacter system 200 imbed in hole, make vibrating and impacting construction of ballast pile failure, and bring about great losses.
In order to avoid the multilayer sleeve of telescopic guide rod is stuck, in auto feed system of the present invention, second water pipe and the second tracheae are connected to the bottom of the bottom sleeve pipe of telescopic guide rod, upwards send water from bottom sleeve pipe and supply gas, make the water via the second water pipe and the conveying of the second tracheae gentle, upwards flow from bottom sleeve pipe, until arrive the top layer sleeve upper end of telescopic guide rod, and then discharge via the catch basin 150 (as shown in Figure 1) be positioned on top layer sleeve pipe.Catch basin is provided with the outlet for outwards flowing out for unnecessary water in telescopic guide rod.In vibro-replacement stone operation, due to the second water pipe intermediate casing upward, top layer sleeve pipe conveying water from bottom sleeve pipe endlessly, and catch basin is positioned on ground, make the head water level in telescopic guide rod all the time higher than the water level of stake holes head being arranged in underground, water in it can be forced via shell clearance hydraulic pressure outwardly for telescopic guide rod provides, thus define press water in telescopic guide rod.
Hydraulic pressure due to telescopic guide rod inside is greater than the hydraulic pressure of its outside all the time, when the mixture that the water carried of rubble, sand, mud and the first water pipe in vibro-replacement stone operation the is formed near gaps to upper reaches and between the multilayer sleeve flowing into telescopic guide rod from the bottom to top, under the effect of the press water provided at the second water pipe, the mixture that can withstand outside pipe flow into the inside of telescopic guide rod, thus avoid telescopic guide rod to be stuck, guarantee that telescopic guide rod can free-extension, make the construction of large degree of depth vibro replacement stone column become possibility.On the other hand, if there is spiece to enter in pipe, the gas with certain pressure of the second tracheae conveying can make mixture at boiling in ducts, and discharges from catch basin 150, is deposited in pipe to avoid mixture.
And further, because auto feed system of the present invention also comprises the second tracheae be connected with bottom cannula tip, it is when vibrating impacter carries out vibro-replacement stone operation, can to telescopic guide rod delivered inside gases at high pressure (air pressure balance of the gas formative dynamics carried with the first tracheae), itself and the second water pipe coordinate jointly, guarantee described rubble, sand, the mixture of mud can not enter into telescopic guide rod inside, and, both made have mixture to enter into telescopic guide rod once in a while inner, under the water carried at the second water pipe and the second tracheae and the mating reaction of gas, the described passage of mixture above bottom sleeve pipe can be made upwards to flow, and flow out (not shown) from the effluent trough be positioned at above drill pipe system, thus mixture can not be made to gamble the gap location of plug at multilayer sleeve, ensure that multilayer sleeve can be in the state of free-extension.
Figure 17 shows the construction method of a kind of vibro replacement stone column machine of the present invention, and wherein vibro replacement stone column machine comprises crane system, auto feed system, drill pipe system and vibrating impacter system, and the method comprises:
Be synchro-feed by the cable winding plant of auto feed system, water pipe winding plant, tracheae winding plant and wire rope winding plant;
When vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, wire rope winding plant, by successively stretching the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below telescopic guide rod decline gradually;
While the sleeve pipe that wire rope winding plant is successively transferred in telescopic guide rod, cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod;
Vibrating impacter utilizes constantly to shake downwards with the electric power of its cable of synchronously transferring, water pipe and tracheae supply, clear water and gas and rushes pore-creating;
After ultra-deep vibro-replacement stone stake holes reaches desired depth, utilize the clear water of water pipe and tracheae supply and gas to carry out hole clearly, make to return out aperture compared with thickened drilling fluid in hole thinning, sink in order to building stones.
Afterwards, in hole, throw in building stones successively carry out vibroflotation compaction stake, carry the sleeve pipe in telescopic guide rod successively at wire rope winding plant while, cable winding plant, water pipe winding plant and tracheae winding plant synchronously on carry the cable, water pipe and the tracheae that are placed in telescopic guide rod; Vibrating impacter utilize synchronous with it on described cable, the electric power of water pipe and tracheae supply, clear water and the gas carried constantly on carry and carry out vibroflotation compaction stake, form ultra-deep vibro replacement stone column.
Wherein, clear hole of the present invention comprises: after stake holes reaches desired depth, utilizes the water of the water pipe that is positioned at bottom described vibrating impacter and tracheae supply, gas carries out combining clear hole, dilutes, so that throw in sinking and the accumulation of building stones comparatively thickened drilling fluid
Wherein, stake processed of the present invention comprises: in hole, throw in building stones successively, building stones are made to encrypt stake processed from bottom to top under the synergy of vibrating impacter, clear water and gas, correspond, telescopic guide rod Stepwize Shrink, cable, water pipe, tracheae are regained by Synchronous drive system, until the stake of whole hole is complete, and final formation ultra-deep vibro replacement stone column.
In addition, said method also comprises: when vibro replacement stone column machine carries out the pore-creating of vibrating impacter ultra-deep and vibroflotation compaction pile driving construction, stretches gradually or shrink telescopic guide rod in stake holes; During telescopic guide rod stretches gradually or shrinks, by continuing water filling in telescopic guide rod, in telescopic guide rod, be full of press water; By making hydraulic pressure in telescopic guide rod be greater than the hydraulic pressure of stake holes all the time, forcing the press water in telescopic guide rod to flow to mud stake holes from the shell clearance of telescopic guide rod, realizing hydraulic pressure dynamic equilibrium, enter to prevent the sandstone in mud and be stuck in shell clearance.
Wherein, auto feed system is installed on the rear portion of crane system, to be used as the counterweight of crane system; Telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe.
Wherein, continue water filling in telescopic guide rod to comprise: the lower end outlet of the water injection pipe being exclusively used in water filling in pipe being installed to the bottom sleeve pipe of telescopic guide rod, be used for stoping the outer mixing water containing mud rubble of pipe via the clear water in shell clearance inflow pipe to introduce; The clear water of outside is continued via water injection pipe the lower end being pumped into bottom sleeve pipe, so that clear water flows from the lower end of bottom sleeve pipe to top layer sleeve pipe.
Wherein, the hydraulic pressure making hydraulic pressure in telescopic guide rod be greater than stake holes all the time comprises: install above top layer sleeve pipe and be communicated with top layer collar cavities and the catch basin with delivery port; By controlling the clear water flow pumping into layer sleeve pipe on earth, making clear water in pipe while flowing to outside pipe from shell clearance, rise to catch basin, and discharging from catch basin delivery port; By catch basin is positioned on ground in work progress, form the water-head of mixing water in press water and stake holes in telescopic guide rod, thus force the hydraulic pressure in telescopic guide rod to be greater than the hydraulic pressure of stake holes all the time.
Wherein, said method of the present invention also comprises: at telescopic guide rod gradually between extensin period, by continuing gas injection in telescopic guide rod, being blown from bottom to top by the sand entered in telescopic guide rod, making sand at boiling in ducts.
On the other hand, a kind of vibro replacement stone column machine of the present invention comprises crane system, auto feed system, drill pipe system and vibrating impacter system, wherein, auto feed system comprises the cable winding plant of synchro-feed, water pipe winding plant, tracheae winding plant and wire rope winding plant; Auto feed system is installed on the rear portion of crane system, as the counterweight of crane system; Telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe; When vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, wire rope winding plant, by successively stretching the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below telescopic guide rod decline gradually; While the sleeve pipe that wire rope winding plant is successively transferred in telescopic guide rod, cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod; Vibrating impacter utilizes constantly to shake downwards with the electric power of its cable of synchronously transferring, water pipe and tracheae supply, clear water and gas and rushes pore-creating; After ultra-deep vibro-replacement stone stake holes reaches desired depth, utilize the clear water of water pipe and tracheae supply and gas to carry out hole clearly, make to return out aperture compared with thickened drilling fluid in hole thinning, sink in order to building stones
Water pipe winding plant has the water injection pipe (the second namely above-mentioned water pipe) for realizing hydraulic pressure dynamic equilibrium; Tracheae winding plant has the air injection pipe (the second namely above-mentioned tracheae) for preventing from managing interior desilting; The wire rope of wire rope winding plant connects the bottom sleeve pipe of guide rod, to transfer or to lift bottom sleeve pipe, makes length elongation or the shortening of guide rod; Water injection pipe and air injection pipe are connected the lower end of bottom sleeve pipe respectively.
Cable winding plant of the present invention, water pipe winding plant, tracheae winding plant, wire rope winding plant is respectively by four motors or fluid motor-driven, and with wire rope winding plant for main drive, namely, when needs bottom sleeve pipe lifted or lowering operation time, the motor of wire rope winding plant or hydraulic motor work, then cable winding plant, water pipe winding plant, the motor of tracheae winding plant or hydraulic motor are with identical torque synchronous working, thus make and vibrating impacter, the water of each pipeline that telescopic guide rod is connected respectively, electricity, the supply of gas is synchronously carried out, guarantee the normal operation of each system of vibro replacement stone column machine.
Concrete, when carrying out vibrating and impacting construction of ballast pile operation, needing vibrating impacter to transfer to desired depth, therefore needing the telescopic guide rod be connected with vibrating impacter is elongated or shortened.Now, the motor of wire rope winding plant or hydraulic motor work, wire rope is made to extend under the effect of hoist engine or upwards shorten downwards, because the bottom sleeve pipe of telescopic guide rod is connected with wire rope, and be connected with the top of the second tracheae with bottom sleeve pipe for the formation of second water pipe of dynamic water-pressure balance with dynamic air pressure balance, therefore, when wire rope winding plant works, for carrying water pipe winding plant and the tracheae winding plant also synchronous working of the second water pipe and the second tracheae, so that the second water pipe, second tracheae and wire rope synchronously transferred with same speed or on carry.Accordingly, cable, the first water pipe and the second tracheae be also lowered with same speed with wire rope or on carry, that is, cable winding plant, water pipe winding plant, tracheae winding plant are all synchronoused working with wire rope winding plant.
In addition, the cable winding plant of auto feed system of the present invention, water pipe winding plant, tracheae winding plant, wire rope winding plant are arranged on the rear portion of crane in the crane system 400 of vibro replacement stone column machine respectively, form the counterweight of about 16 tons at crane rear portion, also ensure that the stable operation of vibro replacement stone column machine and the safety of construction.
In the present invention, drill pipe system has guide rod pallet component, and its structural representation as shown in Figure 6, Figure 7.Wherein, the telescopic guide rod in guide rod pallet component for regulate the vibrating impacter of vibro replacement stone column machine transfer or on carry position, and pallet is used for and telescopic guide rod coordinates, and support telescopic guide rod and realized retraction and transfer.
Wherein, telescopic guide rod is connected with pallet 8, and pallet 8 is connected with the vibrating impacter of vibro replacement stone column machine by transit joint 9, thus the object by regulating the length of telescopic guide rod to realize the vibrating impacter lowered position regulating vibro replacement stone column machine.
Concrete, as shown in Fig. 6-Fig. 9, telescopic guide rod of the present invention comprises: the multilayer sleeve be socketed successively from inside to outside; Wherein, the top layer sleeve pipe in multilayer sleeve and intermediate casing are slidably connected by the first sliding pair, and are connected together by the first clamping vice card; Wherein, the intermediate casing in multilayer sleeve and bottom sleeve pipe are slidably connected by the second sliding pair, and are connected together by the second clamping vice card.
In telescopic guide rod of the present invention, because the every two-layer adjacent casing in multilayer sleeve is slidably connected by sliding pair, therefore the length of every two-layer adjacent casing can elongate or shorten, thus the length of multilayer sleeve can be elongated or shortened, and then by regulate the length of multilayer sleeve to reach to regulate the vibrating impacter be connected with multilayer sleeve transfer or on carry position, make the vibrating impacter carrying out vibro-replacement stone operation can arrive the required degree of depth (vibrating impacter of the application can carry out vibro-replacement stone operation to the stratum that the degree of depth reaches 90 meters).
Due to when applying, telescopic guide rod of the present invention is in vertical state, therefore, to be slidably connected every two-layer adjacent casing, adjacent inside and outside two-layer sleeve pipe can be made to move up and down, and can not mutually reverse by sliding pair.In addition, be connected together by clamping vice card between every two-layer adjacent casing, every two-layer adjacent casing can not be departed from mutually, thus ensure vibrating impacter safety in the course of the work and stability.
Concrete, as shown in Figure 6, telescopic guide rod of the present invention comprises top layer sleeve pipe 1, bottom sleeve pipe 5 and the intermediate casing between top layer sleeve pipe and bottom sleeve pipe.Wherein, in the application, the intermediate casing of multilayer sleeve can adopt multilayer, and the length of the multilayer sleeve of telescopic guide rod can need according to use and determine.Preferably, multilayer sleeve of the present invention its be 5 layers of sleeve pipe, that is, intermediate casing comprises the three layers of sleeve pipe 3,4,5 be set with successively from inside to outside.Wherein, the length of every layer of sleeve pipe of the telescopic guide rod of the present invention is 18-20 rice, thus making the length of telescopic guide rod can reach 90-100 rice, the guide rod length solving prior art vibro replacement stone column machine is short, make vibro replacement stone column machine cannot be greater than 20 meters, the engineering that is especially greater than more than the 50 meters problem of constructing to the degree of depth.
Wherein, the first sleeve pipe 2 in top layer sleeve pipe 1 of the present invention and intermediate casing adopts the first sliding pair to be slidably connected, and this first sliding pair comprises: uniform three the first keyways being arranged on top layer internal surface of sleeve pipe; Uniform three the first flat keys being arranged on intermediate casing first sleeve pipe 2 outer wall; Wherein, each first flat key coordinates with the first corresponding keyway; Wherein, the first keyway and the first flat key extend along the axis of top layer sleeve pipe and intermediate casing first sleeve pipe 2 respectively.By the first sliding pair, the first sleeve pipe of intermediate casing can be slided up and down in top layer sleeve pipe 1, thus change length.Preferably, in order to make adjacent two layers sleeve pipe slide axially smoothly, be separately positioned on the first keyway on adjacent two layers sleeve pipe and the first flat key adopts matched in clearance.
And during in order to prevent the first sleeve pipe from sliding in top layer sleeve pipe, depart from top layer sleeve pipe, the first sleeve pipe and top layer sleeve pipe arrange the first clamping respectively that be used for both to be connected together secondary.First clamping pair comprises: ring be located at top layer sleeve pipe 1 inwall bottom and radially towards center position protrude the first support ear; Ring is located at the first sleeve outer wall top and the first clamping platform radially protruded outwardly; Wherein, the virtual diameter of a circle of the first clamping platform outer rim is greater than the first virtual diameter of a circle in support ear inner edge, is less than the internal diameter of top layer sleeve pipe 1, thus the first clamping platform can be overlapped on the first support ear, thus the first sleeve pipe and top layer casing clamp is connected together.
Wherein, the 3rd sleeve pipe 4 in bottom sleeve pipe 5 of the present invention and intermediate casing adopts the second sliding pair to be slidably connected, and as shown in Figure 10, this second sliding pair comprises: uniform three the second keyways 7 being arranged on the 3rd sleeve pipe 4 inwall; Uniform three the second flat keys 6 being arranged on bottom sleeve pipe 5 outer wall; Wherein, the second flat key coordinates with the second keyway; Wherein, the second keyway and the second flat key extend along the axis of the 3rd sleeve pipe and bottom sleeve pipe respectively.
In like manner, by the second sliding pair, bottom sleeve pipe 5 can be slided up and down in the 3rd sleeve pipe 4 of intermediate casing, thus change length.Preferably, in order to make adjacent two layers sleeve pipe slide axially smoothly, be separately positioned on the first keyway on adjacent two layers sleeve pipe and the first flat key adopts matched in clearance.
And during in order to prevent bottom sleeve pipe from sliding in the 3rd sleeve pipe, depart from the 3rd sleeve pipe, the 3rd sleeve pipe and bottom sleeve pipe arrange the second clamping respectively that be used for both to be connected together secondary.As shown in figure 12, the second clamping pair comprises: ring be located at the 3rd internal surface of sleeve pipe bottom and radially towards center position protrude the second support ear; Ring is located at bottom sleeve outer wall top and the second clamping platform radially protruded outwardly; Wherein, the second clamping platform is overlapped on the second support ear.
Visible, first sliding pair is identical with the principle of confounding of the second sliding pair, first clamping is secondary also identical with the clamping principle of the second clamping pair, namely the mode by arranging flat key and/or keyway on adjacent two layers sleeve pipe respectively makes adjacent two layers cannula slide connect, and by the mode arranging support ear and clamping platform on the top of adjacent two layers sleeve pipe and/or bottom respectively, adjacent two layers casing clamp is connected together.
Wherein, the structure of each sleeve pipe of intermediate casing is identical, as shown in figure 11, introduces the structure of each sleeve pipe in intermediate casing here for the second sleeve pipe 3 of intermediate casing.As seen from the figure, each sleeve pipe of intermediate casing includes: the uniform multiple flat keys 6 being arranged on sleeve outer wall; Ring is located at sleeve outer wall top and the clamping platform 15 radially protruded outwardly; The uniform multiple keyways 7 being arranged on internal surface of sleeve pipe; And ring be located at internal surface of sleeve pipe bottom and radially towards center position protrude support ear 16.
Second sleeve pipe of intermediate casing and the first sleeve pipe, the 3rd sleeve pipe are slidably connected respectively by the matched in clearance between flat key, keyway, and made by the snap-fit engagement of support ear and clamping platform the second sleeve pipe and the first sleeve pipe, the 3rd sleeve pipe respectively clamping be integrated, thus change the axial length of intermediate casing.
It should be noted that, the first support ear, the structure of the second support ear are identical from the structure of the support ear 16 of intermediate casing, size is different; First clamping platform, the structure of the second clamping platform are identical from the structure of the clamping platform shown in Figure 11, size is different; And the structure of the first flat key, the second flat key is identical from the structure of the flat key shown in Figure 11, size is different; The structure of the first keyway, the second keyway is identical from the structure of keyway shown in Figure 11, size is different.The size of each support ear, clamping platform, flat key, keyway is determined according to adjacent casing size.
Wherein, bottom sleeve pipe 5 top of telescopic guide rod is provided with cover plate 17, and on cover plate 17, fixes the wire rope that can make bottom sleeve pipe and other sleeve pipe retraction.Preferably, cover plate 17 is provided with the hanger 18 for fixing wire rope.
Wherein, form the second water pipe of hydraulic pressure dynamic equilibrium when being on the cover board connected to for making vibrating impacter carry out vibro-replacement stone operation and form the second tracheae of dynamically balanced air pressure, and, on the cover board be installed with multiple through hole (not shown), carry out the first water pipe of vibro-replacement stone operation, the first tracheae and cable for making vibrating impacter and be connected with vibrating impacter through after through hole corresponding on cover plate and bottom sleeve pipe.
In addition, in bottom sleeve pipe, be provided with the filler for the first water pipe, the first tracheae and the cable shake preventing described vibrating impacter when carrying out vibro-replacement stone operation, through in bottom sleeve pipe.Bottom inside pipe casing is filled closely knit by filler, thus effectively prevents cable, the first water pipe, the shake of the first tracheae when vibrating impacter works, and then prevents cable, the first water pipe, the first tracheae because shaking the wearing and tearing caused.Preferably, in bottom sleeve pipe, be furnished with the plastic pipe for making cable pass.
Wherein, bottom sleeve pipe 5 bottom of the telescopic guide rod of the present invention is connected with pallet 8, pallet is provided with corresponding to each layer sleeve pipe of telescopic guide rod the bearing device respectively to the corresponding sleeve pipe of each layer of upper support.
Concrete, as shown in Figure 6, pallet comprises: for connecting the cylinder of the bottom sleeve pipe in telescopic guide rod; Be arranged on cylinder outer wall and the bearing device radially stretched out outwardly; Wherein, bearing device is provided with multiple ladder platforms of radially arranging successively, its each ladder platform is used for a corresponding sleeve pipe in the telescopic guide rod of support.
Because pallet has bearing device, and bearing device is arranged multiple ladder platform, when the telescopic guide rod be connected with pallet is bounced back, each ladder platform support can play sleeve pipe corresponding in telescopic guide rod, each layer sleeve pipe can be bounced back smoothly, and again can not extend because of Action of Gravity Field after retraction.
Wherein, when cylinder is connected with bottom sleeve pipe, the mode of welding can be adopted both to be connected as one, also can adopt and both are connected as one by the mode of cylinder set in or beyond bottom sleeve pipe, certainly, also can adopt other connected mode.
And as shown in figure 13, bearing device can be located at the Support tray of cylinder outer wall for ring, Support tray is arranged and distinguishes corresponding ladder platform with the multilayer sleeve of telescopic guide rod.Or in order to reduce pallet quality, adopt the multiple support arms shown in Figure 14 to replace the Support tray shown in Figure 13, as shown in figure 14, multiple support arm (showing three support arms in figure) uniform ring is located at cylinder outer wall.
Wherein, as shown in Figure 13 or Figure 14, be no matter adopt Support tray or support arm, in multiple ladder platforms of radially arranging successively of setting it on, each ladder platform to be respectively used in the telescopic guide rod of support a corresponding sleeve pipe.
Because telescopic guide rod is five layers, therefore, the quantity of the ladder platform in pallet is also five, and each ladder platform corresponding support one deck sleeve pipe, i.e. the first ladder platform 10 corresponding support bottom sleeve pipe 5, second-order halfpace 11 is for the 3rd sleeve pipe the 4, three ladder platform 12 corresponding support second sleeve pipe 3 of corresponding support intermediate casing, quadravalence halfpace 13 corresponding support first sleeve pipe the 2, five ladder platform 14 corresponding support top layer sleeve pipe 1.
Preferably, the multiple ladder platforms extended towards telescopic guide rod direction rise from the bottom to top successively, namely, in multiple ladder platforms that telescopic guide rod direction extends, its virtual diameter of a circle in each ladder platform place reduces gradually, and the diameter of one deck sleeve bottom end face corresponding with it in the diameter of each ladder platform and telescopic guide rod is suitable, so that each ladder platform can corresponding support one deck sleeve pipe, sleeve pipe is bounced back.
Pallet 8 bottom is connected with vibrating impacter by transit joint 9.When cable is passed down through in the plastic pipe be arranged in bottom sleeve pipe, be connected with vibrating impacter by transit joint.Transit joint can ensure insulation, waterproof, resistance to wear; In transition transit joint, realize docking and the location of water pipe, tracheae and cable, the water of the first water pipe is connected to vibrating impacter by transit joint and sprays bottom from vibrating impacter, and the first tracheae is connected with the venthole on transit joint.
Wherein, form hydraulic pressure, the second water pipe of dynamically balanced air pressure, the second tracheae for making vibrating impacter and vibrating impacter forms the first water pipe of vibro-replacement stone operation, the first tracheae is designed with one way valve respectively for making, thus anti-sealing, gas flow back in corresponding water pipe, tracheae.
Wherein, each layer sleeve pipe of the telescopic guide rod of the present invention realizes transferring under gravity, thus makes extended length; And telescopic guide rod bounces back under the effect of wire rope, e.g., when moving on wire rope is under the effect of wire rope winding plant, wire rope pulls the bottom sleeve pipe of telescopic guide rod, and bottom sleeve pipe is upwards bounced back; When in the 3rd sleeve pipe that bottom sleeve pipe upwards retracts to intermediate casing, ladder platform support corresponding with the 3rd sleeve pipe on pallet the bottom of the 3rd sleeve pipe, and drives the 3rd sleeve pipe upwards to bounce back along with bottom sleeve pipe; By that analogy, until the first sleeve pipe of intermediate casing retracts in top layer sleeve pipe.
It should be noted that, in the present invention, each sliding pair, except the form of structure adopting above-mentioned keyway, flat key and connect, can also adopt in prior art the adjacent casing that can make to connect together to realize the structure be slidably connected arbitrarily in axial sliding; Equally, the clamping for being fitted together by adjacent two layers casing pipe sleeve is secondary except the interface arrangment of above-mentioned support ear, clamping platform, also can adopt interface arrangment of the prior art.And the mode that is slidably connected of the prior art, snap fit have multiple, do not enumerate at this.
As shown in figure 15, for the structural representation of vibrating impacter system provided by the invention, as seen from the figure, vibrating impacter system comprises: the bumper assembly 220 that its top is connected with telescopic guide rod, the transit joint 230 be connected with bumper assembly bottom, the motor 240 be connected with transit joint, by motor-driven vibrating body 250, wherein, motor is variable-frequency motor.
Because motor of the present invention is variable-frequency motor, when vibro replacement stone column machine works, by being arranged on the frequency converter of vibrating impacter outside, motor can be made to realize stepless speed regulation, thus can to meet vibro replacement stone column machine be vibrosinking pile construction requirement under the complex stratum condition of 40-90 rice in the degree of depth: when accidental power failure or when occurring that other fault makes vibrating body mend to block, by frequency converter, electric current that cable is carried is started from scratch to increase gradually, thus can successfully Vibration on Start-up body, make vibrating body carry out vibro-replacement stone operation; And according to the different conditions on stratum, by regulating the frequency of variable-frequency motor, vibrating body frequency can be made identical with the foundation soil frequency on stratum, thus vibrating body and foundation soil are resonated, the ability making vibrating body penetrate foundation soil strengthens greatly, improve the efficiency of construction of vibrating body, that is, improve the efficiency of construction of vibrating impacter.
And as shown in figure 16, bumper assembly 220 of the present invention comprises: the rubber absorbers 201 in tubular; Be embedded in the upper adpting flange 202 for connecting guide rod on rubber absorbers 201 top; Be embedded in the lower adpting flange 203 for connecting transit joint of rubber absorbers 201 bottom; Wherein, the bonding surface of upper adpting flange 2 and guide rod is provided with hermetically-sealed construction; Wherein, the bonding surface of lower adpting flange 203 and transit joint is provided with lower seal structure.
Concrete, as shown in figure 16, in bumper assembly of the present invention, the bonding surface of upper adpting flange 2 and guide rod is provided with hermetically-sealed construction, and on this, hermetically-sealed construction comprises: the cannelure 204 being arranged on adpting flange 202 top; Be placed in the upper sealing ring (not shown) in cannelure 204, wherein, upper sealing ring is O-ring seals.Sealed by the bonding surface of O-ring seals by upper adpting flange and guide rod, improve the sealing at bonding surface place.
In addition, the bonding surface of lower adpting flange 203 and transit joint is provided with lower seal structure (not shown), and this lower seal structure is identical with upper hermetically-sealed construction, no longer repeats at this.
In addition, bumper assembly of the present invention also comprise be embedded in rubber absorbers 201 for improving cord 208 in rubber absorbers tension and anti-twisting property, it is combined by nylon rope and steel wire and makes, be embedded on arbitrary cross section of rubber absorbers, preferably, interior cord is embedded in rubber absorbers and is positioned on middle cross section.By interior cord is embedded in rubber absorbers inside, substantially increases tension and the anti-twisting property of damper, avoid the damage to connected guide rod, and cable, water pipe and the wire rope that is connected with guide rod are played a protective role.
Further, as shown in figure 16, bumper assembly of the present invention also comprises the tensile structure being embedded in adpting flange 202 and/or lower adpting flange 203 and rubber absorbers 201 bonding surface place, and this tensile structure comprises: the screwed hole 209 being preset in the horizontal integration face place of adpting flange 202 and/or lower adpting flange 203 and rubber absorbers 201; And be embedded in the interior swivel nut 210 at adpting flange 202 and/or lower adpting flange 203 and longitudinal bonding surface place of rubber absorbers 201.
By presetting screwed hole at the bonding surface place transversely of rubber absorbers and upper and lower adpting flange, when upper and lower adpting flange can be made to be connected with guide rod and transit joint respectively, directly upper adpting flange, guide rod and rubber absorbers can be connected as one by screw, and by screw, rubber absorbers and lower adpting flange, transit joint are connected as one, thus installation or removal are convenient, be convenient to maintenance, and, screwed hole is preset in rubber absorbers, improves the bonding strength connecting upper and lower adpting flange and guide rod and transit joint.
In addition, at rubber absorbers and upper and lower adpting flange bonding surface place is longitudinally also embedding interior swivel nut, thus add the bond area of rubber absorbers and upper and lower adpting flange, improve the pressure-resistant seal between rubber absorbers and two adpting flanges and tension sealing performance.Upper and lower adpting flange of the present invention is connected with guide rod or transit joint by screw, can increase the damping cross section on damper cross section, improves damping effect.
Wherein, as shown in figure 16, the present invention is at the inner also embedding pre-embedded bolt 211 had for being connected as one with upper adpting flange 202 and lower adpting flange 203 respectively in its top and bottom of rubber absorbers 201.Preferably, the nut of pre-embedded bolt 211 and upper adpting flange 202 or lower adpting flange 203 junction are provided with preset flange 212.By pre-embedded bolt 211, add the bonding strength between rubber absorbers and upper and lower adpting flange, and improve the damping effect of rubber absorbers.
It should be noted that, bolt 211 in the present invention, preset flange 212, interior swivel nut 210 are embedded in rubber absorbers respectively, namely, in manufacturing process, above-mentioned parts are the same with upper and lower adpting flange, all be well placed in mould, then by castable rubber in mould, make above-mentioned each parts shape all-in-one-piece rubber absorbers together with rubber.By changing structure and the manufacture craft of traditional shock absorber, substantially increasing the damping effect of bumper assembly of the present invention, the exciting force of vibrating impacter when shaking punching operation being decayed rapidly, relieving the destruction that vibrating impacter vibration force causes guide rod and lifting appliance.
Bumper assembly of the present invention, has following difference: in shape compared with the bumper assembly in prior art vibrating impacter, no longer adopts the structure of circular platform type, but adopts cylindrical structure, when making, no longer adopt traditional damper be made up of the mode of steel sheet inside casting rubber, but employing directly makes damper by the elastomeric material of high strength, simplify production process, and, in manufacturing process, by upper, the parts such as lower adpting flange are placed in mould by predeterminated position, castable rubber is adopted to form rubber absorbers again in mould, thus obtain the parts such as upper and lower adpting flange and be embedded in structure in rubber absorbers and integrally formed with it, greatly increase the bonding strength of the parts such as upper and lower adpting flange and rubber absorbers, improve the application life of bumper assembly, in addition, the bonding surface of upper and lower adpting flange and guide rod and transit joint is respectively arranged with upper and lower hermetically-sealed construction, thus improves the reliability of bonding surface place sealing, improve the damping effect of damper.
Vibrating impacter system of the present invention, solve traditional vibrating impacter system frequency fix, can not according to Different Strata regulating frequency, make to shake rush that pore-creating and pile driving construction efficiency processed decline, the degree of depth problem that cannot construct in the stratum of (especially the degree of depth is 90 meters) at all more than 40 meters.Vibrating impacter of the present invention is the electronic vibrating impacter of high-power frequency conversion formula, therefore vibroflotation construction work efficiency can be increased substantially: current domestic vibrating impacter rotating speed is all at 1460-1480r/min, rotating speed 0-1800r/min can be realized by frequency conversion, according to the different situations of foundation soil (as layer of sand, sand-pebble layer, silt, the natural frequency of mucky soil own is different), vibrating impacter frequency is regulated to make vibrating impacter frequency identical with foundation soil frequency and resonate, thus vibrating impacter penetration capacity is strengthened greatly, greatly improve efficiency of construction.
Although be explained in detail the present invention above; but the present invention is not limited thereto; those skilled in the art can principle according to the present invention modify, and therefore, all various amendments carried out according to principle of the present invention all should be understood to fall into protection scope of the present invention.
Claims (10)
1. a construction method for vibro replacement stone column machine, described vibro replacement stone column machine comprises crane system, auto feed system, drill pipe system and vibrating impacter system, it is characterized in that described method comprises:
Be synchro-feed by the cable winding plant of described auto feed system, water pipe winding plant, tracheae winding plant and wire rope winding plant;
When described vibro replacement stone column machine carries out vibrating impacter ultra-deep making hole construction, described wire rope winding plant, by successively transferring the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below described telescopic guide rod decline gradually;
While described wire rope winding plant successively transfers the sleeve pipe in telescopic guide rod, described cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod;
Described vibrating impacter utilizes described cable, the electric power of water pipe and tracheae supply, clear water and the gas synchronously declined with it constantly to shake punching downwards, formation ultra-deep vibro-replacement stone stake holes;
After ultra-deep vibro-replacement stone stake holes reaches desired depth, vibroflotation compaction stake is carried out, to form ultra-deep vibro replacement stone column in clear hole, input building stones.
2. method according to claim 1, is characterized in that, also comprises:
When described vibro replacement stone column machine carries out the construction of vibrating impacter ultra-deep, increase along with vibroflotation depth or reduce, stretch in stake holes gradually or shrink telescopic guide rod, rush pore-creating to make the described vibrating impacter be positioned at below telescopic guide rod constantly shake downwards or upwards encrypt stake processed;
During described telescopic guide rod stretches gradually or shrinks, by continuing water filling in described telescopic guide rod, in telescopic guide rod, be full of press water;
All the time the hydraulic pressure of stake holes is greater than by making hydraulic pressure in described telescopic guide rod, the press water in described telescopic guide rod is forced to flow to mud stake holes from the shell clearance of telescopic guide rod, realize hydraulic pressure dynamic equilibrium, enter to prevent the sandstone in mud and be stuck in described shell clearance.
3. method according to claim 2, is characterized in that, described auto feed system is installed on the rear portion of described crane system, as the counterweight of described crane system; Described telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe.
4. method according to claim 3, is characterized in that, the described water filling in described telescopic guide rod that continues comprises:
The outlet of the water injection pipe being exclusively used in water filling in pipe is installed to the lower end of the bottom sleeve pipe of described telescopic guide rod, is used for stoping the outer mixing water containing mud rubble of pipe via the clear water in shell clearance inflow pipe to introduce;
The clear water of outside is continued via described water injection pipe the lower end being pumped into described bottom sleeve pipe, so that described clear water flows from the lower end of bottom sleeve pipe to top layer sleeve pipe.
5. the method according to claim 3 or 4, is characterized in that, the described hydraulic pressure making hydraulic pressure in described telescopic guide rod be greater than stake holes all the time comprises:
Install above described top layer sleeve pipe and be communicated with described top layer collar cavities and the catch basin with delivery port;
By controlling the clear water flow being pumped into described bottom sleeve pipe, making clear water in pipe while flowing to outside pipe from shell clearance, rise to described catch basin, and discharging from catch basin delivery port;
By described catch basin is positioned on ground in work progress, form the water-head of mixing water in press water and stake holes in telescopic guide rod, thus force the hydraulic pressure in telescopic guide rod to be greater than the hydraulic pressure of stake holes all the time.
6. method according to claim 1, it is characterized in that, also comprise: during described telescopic guide rod stretches gradually or shrinks, by continuing gas injection in described telescopic guide rod, the sand entered in described telescopic guide rod is blown from bottom to top, makes sand at boiling in ducts
7. a vibro replacement stone column machine, comprises crane system, auto feed system, drill pipe system and vibrating impacter system, it is characterized in that:
Described auto feed system comprises the cable winding plant of synchro-feed, water pipe winding plant, tracheae winding plant and wire rope winding plant;
Described auto feed system is installed on the rear portion of described crane system, as the counterweight of described crane system;
Described telescopic guide rod comprises: the multilayer sleeve be socketed successively from inside to outside, comprises a top layer sleeve pipe, one or more intermediate casing and a bottom sleeve pipe; Wherein:
When described vibro replacement stone column machine carries out vibrating impacter ultra-deep making hole construction, described wire rope winding plant, by successively transferring the sleeve pipe being arranged in stake holes in telescopic guide rod, makes the vibrating impacter be connected to below described telescopic guide rod decline gradually;
While described wire rope winding plant successively transfers the sleeve pipe in telescopic guide rod, described cable winding plant, water pipe winding plant and tracheae winding plant are synchronously positioned over down cable, water pipe and tracheae in telescopic guide rod;
Described vibrating impacter utilizes described cable, the electric power of water pipe and tracheae supply, clear water and the gas synchronously declined with it constantly to shake punching downwards, formation ultra-deep vibro-replacement stone stake holes;
After ultra-deep vibro-replacement stone stake holes reaches desired depth, vibroflotation compaction stake is carried out, to form ultra-deep vibro replacement stone column in clear hole, input building stones.
8. vibro replacement stone column machine according to claim 6, is characterized in that:
Described water pipe winding plant has the water injection pipe for realizing hydraulic pressure dynamic equilibrium;
Described tracheae winding plant has the air injection pipe for preventing from managing interior desilting;
The wire rope of described wire rope winding plant connects the bottom sleeve pipe of described guide rod, so as to transfer or on carry described bottom sleeve pipe, make length elongation or the shortening of described guide rod;
Described water injection pipe and described air injection pipe are connected the lower end of described bottom sleeve pipe respectively.
9. the vibro replacement stone column machine according to claim 7 or 8, is characterized in that, the bumper assembly of described vibrating impacter system comprises:
Rubber absorbers assembly in tubular;
Be embedded in the upper adpting flange for connecting described guide rod on rubber absorbers assembly top;
Be embedded in the lower adpting flange for connecting described transit joint of rubber absorbers assembly bottom;
Wherein, the bonding surface of described upper adpting flange and described guide rod is provided with hermetically-sealed construction;
Wherein, the bonding surface of described lower adpting flange and described transit joint is provided with lower seal structure.
10. the vibro replacement stone column machine according to claim 7 or 8, is characterized in that, described upper hermetically-sealed construction and described lower seal structure comprise respectively:
Be arranged on the cannelure of described upper adpting flange top or described lower adpting flange bottom;
Be placed in the upper sealing ring in described cannelure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410639522.6A CN104372788B (en) | 2014-11-13 | 2014-11-13 | Vibro replacement stone column machine and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410639522.6A CN104372788B (en) | 2014-11-13 | 2014-11-13 | Vibro replacement stone column machine and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104372788A true CN104372788A (en) | 2015-02-25 |
| CN104372788B CN104372788B (en) | 2016-03-23 |
Family
ID=52551958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410639522.6A Active CN104372788B (en) | 2014-11-13 | 2014-11-13 | Vibro replacement stone column machine and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104372788B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004912A (en) * | 2019-03-29 | 2019-07-12 | 中交天津港湾工程研究院有限公司 | A kind of outer plastic draining board and its consolidation draining construction method around heater wire |
| CN112502152A (en) * | 2020-11-19 | 2021-03-16 | 北京振冲工程股份有限公司 | Construction method of ultra-deep vibroflotation pile |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931959A (en) * | 1995-07-24 | 1997-02-04 | Toyo Constr Co Ltd | Rod compaction method and rod therefor |
| CN2419364Y (en) * | 2000-03-09 | 2001-02-14 | 北京振冲工程股份有限公司 | Extending rod for vibrating head |
| CN201148614Y (en) * | 2008-03-11 | 2008-11-12 | 北京东方新星石化工程股份有限公司 | Gas assist vibration punching stone column construction equipment |
| CN102108699A (en) * | 2011-01-12 | 2011-06-29 | 北京长安光大机电设备有限公司 | Dry-process vibroflot |
| CN102587382A (en) * | 2012-04-05 | 2012-07-18 | 中国水利水电第七工程局有限公司 | Seepage-proofing grouting vibroflot and cofferdam construction process thereof |
-
2014
- 2014-11-13 CN CN201410639522.6A patent/CN104372788B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931959A (en) * | 1995-07-24 | 1997-02-04 | Toyo Constr Co Ltd | Rod compaction method and rod therefor |
| CN2419364Y (en) * | 2000-03-09 | 2001-02-14 | 北京振冲工程股份有限公司 | Extending rod for vibrating head |
| CN201148614Y (en) * | 2008-03-11 | 2008-11-12 | 北京东方新星石化工程股份有限公司 | Gas assist vibration punching stone column construction equipment |
| CN102108699A (en) * | 2011-01-12 | 2011-06-29 | 北京长安光大机电设备有限公司 | Dry-process vibroflot |
| CN102587382A (en) * | 2012-04-05 | 2012-07-18 | 中国水利水电第七工程局有限公司 | Seepage-proofing grouting vibroflot and cofferdam construction process thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004912A (en) * | 2019-03-29 | 2019-07-12 | 中交天津港湾工程研究院有限公司 | A kind of outer plastic draining board and its consolidation draining construction method around heater wire |
| CN112502152A (en) * | 2020-11-19 | 2021-03-16 | 北京振冲工程股份有限公司 | Construction method of ultra-deep vibroflotation pile |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104372788B (en) | 2016-03-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104763328B (en) | A kind of hydraulic pressure reaming circulation drilling machine and its reaming pile constructing process | |
| CN202337976U (en) | In-hole impact high-pressure jet grouting equipment | |
| WO2009049470A1 (en) | A bored pile drilling machine | |
| CN204175177U (en) | The embedding rock construction equipment of a kind of reinforced long spire | |
| CN102587265A (en) | Auxiliary component and concrete slab for roadbed construction and method for roadbed construction | |
| CN103603339A (en) | Method for long spiral drilling machine grouting retaining wall hole forming and system thereof | |
| CN1460751A (en) | Composite pile, combination construction method of composite pile and pile foundation and its application | |
| CN104372788B (en) | Vibro replacement stone column machine and construction method | |
| CN104358248B (en) | The telescopic guide rod of vibro replacement stone column machine | |
| CN101914916B (en) | Multi-disk pouring pile one-step molding device and construction method thereof | |
| CN203603145U (en) | Long spiral drilling machine grouting retaining wall hole forming system | |
| CN104343112B (en) | The synchronous auto feed system of multireel dish of vibro replacement stone column machine | |
| CN204225081U (en) | Vibro replacement stone column machine | |
| CN104358246A (en) | Vibroflotation gravel pile machine and quantitative water supply construction method thereof | |
| CN201891113U (en) | Device for sinking hollow shell pile through high-pressure water jetting | |
| CN104372786B (en) | For hydraulic pressure dynamic balance method and the system of vibro-replacement stone | |
| CN204282340U (en) | The anti-desilting device of Water-gas linkage of vibro replacement stone column machine | |
| CN104372787B (en) | The bumper assembly of vibro replacement stone column machine | |
| CN104358249A (en) | Method and system for water and gas combined sand settling prevention for vibroflotation gravel | |
| CN104358247B (en) | For electronic punching method and the device of shaking of vibro replacement stone column machine | |
| CN106458292A (en) | Method for installing a multi-section suction caisson | |
| KR100880365B1 (en) | Excavating apparatus for excavating enlarged hole under the bottom of waters on which jacket facility structure is installed | |
| CN113565440B (en) | High-pressure water jet cast-in-situ bored pile construction device and construction method | |
| CN109339044A (en) | A kind of concrete pipe pile construction equipment | |
| CN204282339U (en) | The synchronous auto feed system of multireel dish of vibro replacement stone column machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |