CN206408609U - High-pressure rotary-spray long spire combination rig - Google PatentsHigh-pressure rotary-spray long spire combination rig Download PDF
- Publication number
- CN206408609U CN206408609U CN201621435555.XU CN201621435555U CN206408609U CN 206408609 U CN206408609 U CN 206408609U CN 201621435555 U CN201621435555 U CN 201621435555U CN 206408609 U CN206408609 U CN 206408609U
- Prior art keywords
- pressure rotary
- 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.)
- 239000007921 spray Substances 0.000 title claims abstract description 41
- 239000000203 mixture Substances 0.000 title claims abstract description 12
- 238000005553 drilling Methods 0.000 claims abstract description 39
- 230000001050 lubricating Effects 0.000 claims description 3
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 27
- 238000010276 construction Methods 0.000 description 16
- 239000002002 slurry Substances 0.000 description 15
- 239000002689 soil Substances 0.000 description 14
- 239000011083 cement mortar Substances 0.000 description 9
- 239000000463 material Substances 0.000 description 7
- 238000003756 stirring Methods 0.000 description 7
- 238000002347 injection Methods 0.000 description 6
- 239000007924 injection Substances 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000004642 transportation engineering Methods 0.000 description 2
- 210000003284 Horns Anatomy 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000010913 used oil Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
The utility model discloses a kind of high-pressure rotary-spray long spire combination rig, its drip irrigation device is to include long-spiral drilling machine fuselage, include rig arm and unit head on the long-spiral drilling machine fuselage, high-pressure rotary-spray drilling rod or long screw drill rod are provided with the unit head, the ash can passed through for the high-pressure rotary-spray drilling rod or long screw drill rod is connected with the rig arm, the inner bottom wall of the ash can is provided with case eaves straight up.The problem of the utility model solves existing high-pressure rotary jet grouting pile and cumbersome CFG pile driving constructions.
The utility model is related to a kind of construction equipment, in particular, and it is related to a kind of high-pressure rotary-spray long spire two Use rig.
In construction, pattern foundation pit supporting structure is the safety for guarantee Underground Construction and foundation ditch surrounding enviroment, and with The development of construction industry, many areas（Especially Beijing, Shanghai etc.）, the construction of foundation pit waterproof curtain stake is more and more, and existing skill Art engineering water-stop curtain can typically use high-pressure rotary jet grouting pile, then carry out CFG pile driving constructions.But foundation pit waterproof curtain rig volume Greatly, cost of transportation is high, and function is single, for whole pattern foundation pit supporting structure, if the quantity and volume of rig can be reduced, makes high pressure Rotary churning pile and the engineering of CFG can be completed further save material resources and manpower by a bench drill machine.In addition, high-pressure rotary-spray rig Due to pressure-air and high -pressure water cutting, displacement during construction, it will produce substantial amounts of soil cement slurry, one is caused to be fixed to environment Ring, so, the soil cement slurry that the work of high-pressure rotary-spray rig is produced need to be properly settled.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of environmentally friendly high-pressure rotary-spray Long spire combination rig, it plays a part of improvement to environment.
To achieve the above object, the utility model provides following technical scheme：A kind of high-pressure rotary-spray long spire is dual-purpose to be bored Include setting on rig arm and unit head, the unit head on machine, including long-spiral drilling machine fuselage, the long-spiral drilling machine fuselage Have to be connected with high-pressure rotary-spray drilling rod or long screw drill rod, the rig arm and worn for the high-pressure rotary-spray drilling rod or long screw drill rod The ash can crossed, the inner bottom wall of the ash can is provided with case eaves straight up.
By using above-mentioned technical proposal, by changing high-pressure rotary-spray drilling rod or long screw auger on long-spiral drilling machine fuselage Bar can realize different constructions, i.e., can complete high-pressure rotary jet grouting pile and CFG pile driving constructions by an equipment.Also, due to boring Ash can is provided with horn, so, the cement puddled soil produced during high-pressure rotary-spray can be by the effect of pressure from the hole stream got out Go out, when height of the cement puddled soil outside hole is more than the height of case eaves, cement puddled soil can be flowed into ash can, and is kept off by case eaves Firmly so that construction environment is improved.
It is connected to preferably, the ash can horizontally rotates on the rig arm.
By using above-mentioned technical proposal, when changing drilling rod, ash can need to only be rotated, then change drilling rod .
Preferably, the side of the nearly ash can of rig arm rest is provided with spaced connecting plate one, the ash can The connecting plate two between two connecting plates one is provided with lateral wall, is connected between connecting plate one and connecting plate two by hinge Connect.
By using above-mentioned technical proposal, connecting plate one is overlapped with connecting plate two, and contact area is big, so, ash can Rotate and more stablize.
Preferably, the hinge includes the bolt and the spiral shell for being connected to bolt end through connecting plate one and connecting plate two It is female.
By using above-mentioned technical proposal, its is simple in construction, and convenient disassembly.
Preferably, being provided with lubricating layer on the case eaves.
By using above-mentioned technical proposal so that mud is more prone to leave from case eaves, into ash can, reduces it The problem of wall built-up.
In summary, the utility model has the advantages that compared to prior art：1. the utility model has height Pressure rotary-spraying stake and the dual-purpose function of CFG pile driving constructions；2. the utility model can improve environment；Operated 3. the utility model is convenient.
Brief description of the drawings
Fig. 1 is the structural representation that embodiment one is used as high-pressure rotary-spray rig；
Fig. 2 is the structural representation that embodiment one is used as CFG rigs；
Fig. 3 is the structural representation that embodiment two is used as high-pressure rotary-spray rig；
Fig. 4 is the structural representation that embodiment two is used as CFG rigs.
In figure：1st, unit head；2nd, high-pressure rotary-spray drilling rod；3rd, shower nozzle；4th, drill bit；5th, ash can；6th, case eaves；7th, circular hole；8、 Material hole；9th, high pressure cement slurry inlet；10th, water under high pressure slurry outlet；11st, high-pressure injection pump；12nd, cement slurry inlet；13rd, cement Starch stirring pool；14th, cementing tank；15th, cement conduit；16th, long screw drill rod；17th, helical blade；18th, concrete mixer；19th, mix Solidifying soil discharging opening；20th, rig arm；21st, connecting plate one；22nd, hinge；23rd, connecting plate two.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Embodiment one：A kind of high-pressure rotary-spray long spire combination rig, as shown in Figure 1 and Figure 2, the rig include long screw auger Machine fuselage, drilling rod, ash can 5.Drilling rod is connected on the unit head 1 of drilling machine body, and ash can 5 is welded on rig arm 20, right Answer construction equipment to be placed in be threadedly coupled with unit head 1 by pipe on the ground.When carrying out water-stop curtain Construction of High Pressure Jet Grouting Pile, High-pressure rotary-spray drilling rod 2 is installed on the unit head 1 of former long-spiral drilling machine fuselage and replaces long screw drill rod 16, high-pressure rotary-spray drilling rod 2 End is provided with shower nozzle 3 and drill bit 4.Because common high-pressure rotary-spray drilling machine body volume ratio is larger, and common long-spiral drilling machine The volume of fuselage is less than high-pressure rotary-spray rig, so high-pressure rotary-spray drilling rod 2 is arranged on the dynamic of long-spiral drilling machine fuselage by us To replace high-pressure rotary jetting apparatus fuselage in power first 1, cost of transportation is so effectively saved.Ash can 5 has been welded on rig arm 20, There is perforate to run through high-pressure rotary-spray drilling rod 2 on ash can 5.When carrying out Construction of High Pressure Jet Grouting Pile, due to pressure-air and height Water Cutting, displacement are pressed, it will produce substantial amounts of soil cement slurry, so welding ash can 5 on rig arm 20.Ash can 5 is iron System, top, which is provided with circular hole 7, bottom centre, is provided with case eaves 6 and material hole 8, and material hole 8 is identical with the axle center of circular hole 7.High pressure is revolved Spray drilling rod 2 makes shower nozzle 3 and drill bit 4 in ash can 5 through circular hole 7.During construction, the bottom of ash can 5 keeps level with ground, opens This rig is moved, high-pressure rotary-spray drilling rod 2 can be passed from material hole 8, pierce the earth, drive shower nozzle 3 to be worked with drill bit 4, and high pressure is revolved The cement puddled soil produced during spray can be flowed out by the effect of pressure from the hole got out, when height of the cement puddled soil outside hole is more than During the height of case eaves 6, cement puddled soil can be flowed into ash can 5, and is blocked by case eaves 6.Case can be attached in view of cement puddled soil On eaves 6, cause influence cement puddled soil to flow into ash can 5, used oil lubricating layer need to be coated on the inside and outside wall of case eaves 6, make its table Face is smooth, and is not reacted with cement puddled soil.
Unit head 1 is provided with high pressure cement slurry inlet 9, ground and placed on high-pressure injection pump 11, high-pressure injection pump 11 Provided with water under high pressure slurry outlet 10 and cement slurry inlet 12.Cement slurry inlet 12 is inserted in cement mortar stirring pool 13, and cement mortar is stirred The cement conduit 15 mixed on the opposite side placement cementing tank 14 in pond, cementing tank 14 is inserted in cement mortar stirring pool 13.During feeding, spiral shell Line connection high pressure cement slurry inlet 9 and water under high pressure slurry outlet 10, cement mortar stirring pool 13 is imported by the cement in cementing tank 14 In be stirred, then cement mortar is passed through in unit head 1 by high-pressure injection pump 11.After Construction of High Pressure Jet Grouting Pile terminates, High-pressure rotary-spray drilling rod 2 is dismantled and long screw drill rod 16 is installed, then by the concrete charging aperture and high pressure on concrete mixer Cement slurry inlet is threadedly coupled, and carries out CFG pile driving constructions.
During installation, on the unit head 1 that high-pressure spiral bar 2 is arranged on to long-spiral drilling machine fuselage, shower nozzle 3 and drill bit 4 are set Put on high-pressure rotary-spray drilling rod 2, then set according to the length of the distance of high-pressure rotary-spray drilling rod 2 to rig arm and long screw drill rod 16 Count iron ash can 5 and open up circular hole 7 and material hole 8, then ash can 5 and ground level are welded on rig arm 20.Construction When, the cement conduit 15 on cementing tank 14 is inserted in cement mortar stirring pool 13, the water under high pressure mud on high-pressure injection pump 11 goes out Mouth 10 is threadedly coupled high pressure cement slurry inlets 9, and cement slurry inlet 12 is then inserted in cement mortar stirring pool 13.Make in cementing tank 14 Cement is passed through in cement mortar stirring pool 13 and stirred, and then starts high-pressure injection pump 11, cement mortar is entered unit head 1 In.Now high-pressure rotary-spray drilling rod 2 passes through circular hole 7 and material hole 8, and the shower nozzle 3 and drill bit 4 of end are constructed in soil.High pressure is revolved After spray pile driving construction terminates, high-pressure rotary-spray drilling rod 2 is dismantled, then the long screw drill rod 16 with helical blade 17 is installed, continues CFG The construction of stake.
Embodiment two：A kind of high-pressure rotary-spray long spire combination rig, as shown in Figure 3, Figure 4, the embodiment and embodiment one Difference be that the connection of ash can 5 and rig arm 20 connects to rotate.Two connecting plates 1 are welded on rig arm 20, are given up A connection 2 23 is welded on hopper 5, three connecting plates are connected by hinge 22.The advantage of embodiment two is ash can 5 Highly without necessarily achieving the degree for the helical blade 17 that can load on long screw drill rod 16, also, when drilling rod is changed, only need Pass through hinge 22（Bolt passes through connecting plate one and the attaching nut of connecting plate two）Ash can 5 is rotated, drilling rod is then changed .
Described above is only preferred embodiment of the present utility model, and protection domain of the present utility model is not limited merely to Above-described embodiment, all technical schemes belonged under the utility model thinking belong to protection domain of the present utility model.It should refer to Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and Retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.
1. a kind of high-pressure rotary-spray long spire combination rig, it is characterised in that：Including long-spiral drilling machine fuselage, the long-spiral drilling machine Include being provided with high-pressure rotary-spray drilling rod (2) or long spire on rig arm (20) and unit head (1), the unit head (1) on fuselage It is connected with drilling rod (16), the rig arm (20) for giving up that the high-pressure rotary-spray drilling rod (2) or long screw drill rod (16) pass through Hopper (5), the inner bottom wall of the ash can (5) is provided with case eaves (6) straight up.
2. high-pressure rotary-spray long spire combination rig according to claim 1, it is characterised in that：Ash can (5) level It is rotationally connected with the rig arm (20).
3. high-pressure rotary-spray long spire combination rig according to claim 2, it is characterised in that：The rig arm (20) is close The side of ash can (5) is provided with spaced connecting plate one (21), the lateral wall of the ash can (5) and is provided with positioned at two Connecting plate two (23) between connecting plate one (21), between connecting plate one (21) and connecting plate two (23) by hinge (22) even Connect.
4. high-pressure rotary-spray long spire combination rig according to claim 3, it is characterised in that：The hinge (22) includes wearing Cross the bolt and the nut for being connected to bolt end of connecting plate one (21) and connecting plate two (23).
5. high-pressure rotary-spray long spire combination rig according to claim 1, it is characterised in that：Set on the case eaves (6) There is lubricating layer.
Priority Applications (1)
|Application Number||Priority Date||Filing Date||Title|
|CN201621435555.XU CN206408609U (en)||2016-12-23||2016-12-23||High-pressure rotary-spray long spire combination rig|
Applications Claiming Priority (1)
|Application Number||Priority Date||Filing Date||Title|
|CN201621435555.XU CN206408609U (en)||2016-12-23||2016-12-23||High-pressure rotary-spray long spire combination rig|
|Publication Number||Publication Date|
|CN206408609U true CN206408609U (en)||2017-08-15|
Family Applications (1)
|Application Number||Title||Priority Date||Filing Date|
|CN201621435555.XU Active CN206408609U (en)||2016-12-23||2016-12-23||High-pressure rotary-spray long spire combination rig|
Country Status (1)
|CN (1)||CN206408609U (en)|
- 2016-12-23 CN CN201621435555.XU patent/CN206408609U/en active Active
|CN203383206U (en)||Multi-shaft cement stirring pile machine|
|CN203452083U (en)||Rotary expanding pile construction equipment and grout feeding device|
|CN201395793Y (en)||Long spiral high-pressure spraying mud injecting stirring pile-forming device|
|CN111577136A (en)||High-pressure jet grouting pile hole guiding construction integrated device and construction method thereof|
|CN201826303U (en)||Long-spiral high/low-pressure multi-pipe self-drilling type mixing jet grouting pile forming device|
|CN201574687U (en)||Three-pipe high-pressure rotary jetting driller|
|JPH06341132A (en)||Improvement of all-directional ground and apparatus thereof|
|KR101421173B1 (en)||Drill Stirrer for the Hard Soil Layers|
|CN206408609U (en)||High-pressure rotary-spray long spire combination rig|
|CN107338789B (en)||A kind of construction method of down-the-hole percussion triple-pipe high pressure jet grouting stake|
|CN203383209U (en)||Six-shaft cement mixing pile machine|
|CN101182710A (en)||Spray grouting method and spray grouting boring tool|
|JP2005180168A (en)||Replaceable columnar hardened formation device and formation method|
|CN105178858A (en)||Drilling rig for double-tube high pressure jet grouting technology|
|CN111005365A (en)||Drilling tool for pressure grouting of cement soil static pressure pipe pile and construction method|
|CN110172969A (en)||Quadruple pipe Construction of High Pressure Jet Grouting Pile method|
|CN202164593U (en)||Mixing type ejector|
|CN207463808U (en)||A kind of contaminated site is rapidly injected repair system in situ|
|CN207392193U (en)||Non- soil compaction type is calmed the anger churning cement-soil mixing pile machine|
|CN206246063U (en)||Suitable for the combination type drill bit of height spray stirring concrete earth pile|
|CN206143761U (en)||Sand device is mixed in cement stirring stake|
|CN109183803A (en)||A kind of deep basal pit adverse construction method device and construction method|
|CN204252125U (en)||Double-shaft two-way agitation pile equipment|
|CN206941575U (en)||A kind of cement mixing pile mixes sand device|
|CN102900068A (en)||Mixing ejector|