CN207987912U - A kind of synchronous cutting casting concrete continuous walls construction equipment - Google Patents

A kind of synchronous cutting casting concrete continuous walls construction equipment Download PDF

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Publication number
CN207987912U
CN207987912U CN201721843697.4U CN201721843697U CN207987912U CN 207987912 U CN207987912 U CN 207987912U CN 201721843697 U CN201721843697 U CN 201721843697U CN 207987912 U CN207987912 U CN 207987912U
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China
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cutting
frame
lifting
cutting box
casting concrete
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CN201721843697.4U
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Inventor
张琨
王辉
周环宇
巴鑫
邓雷
吴全龙
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China Construction Third Engineering Bureau Co Ltd
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China Construction Third Engineering Bureau Co Ltd
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Abstract

The utility model provides a kind of synchronous cutting casting concrete continuous walls construction equipment, including cuts fetch earth mechanism and isolating device, and chain is surrounded on the drive sprocket, the cutting box and the driven sprocket, to form closed loop chain drive;The isolating device is fixedly installed in that cutting box is non-to meet native side, rigid isolation cover limits a cavity with common on rear side of cutting box, it is extended there through with accommodating chain, rigid isolation cover both sides and bottom are equipped with elastomeric isolation body, it further include the cutting box elevating mechanism erect on the ground, lifting sliding frame is pushed to be moved back and forth in mast rack by the way that lifting cylinder piston rod is flexible, the straight reciprocating motion on the tightening rails of lifting sliding frame of driving power unit.It can be synchronized using the equipment and carry out undisturbed soil cutting and concreting, avoiding construction of diaphragm wall, there are construction joint, the bad problems of barrier properties.

Description

A kind of synchronous cutting casting concrete continuous walls construction equipment
Technical field
The utility model belongs to the realm of building construction, is related to a kind of for construction of diaphragm wall equipment more particularly to one Kind synchronous cutting casting concrete continuous walls construction equipment.
Background technology
Diaphram wall has the function of that sealing is anti-as a kind of foundation engineering structural system and blends earth-retaining load-bearing, and grooving is applied Work generally use manually manufactures mud and carries out retaining wall to ensure slurry trench stability.It can be divided into Soil-cement according to strength of wall body difference Diaphragm wall and RC Continuous wall, the former is generally as cut-pff wall and strengthening of foundation application, and the latter is on the basis of the former With higher structural strength and anti-bending strength, Surrounding structure for deep foundation can be used as.
For cement soil continuous wall, traditional handicraft mostly uses uniaxial or multiple-drill press and is formed by colonnade formula biting connecions knot Structure can be inserted into shaped steel and improve wall anti-bending strength, but shaped steel arranging density is limited by stake holes spacing.Meanwhile the wall of non-uniform thickness In weakness, there are risk of leakage.
TRD(Trench cutting and Re-mixing Deep wall methord)Engineering method, also known as " underground deep layer Soil-cement uniform thickness continuous wall constructing method including ", using chain saw type in-milling grooving, grouting stirring at wall, can be formed uniform thickness without Seam overlapped Soil-cement diaphragm wall, construction effect have at the more traditional uniaxial or multiaxis technique of wall depth, wall quality It is obviously improved.
It is general to grab slot or groove milling technique grooving using under mud cycling condition for RC Continuous wall, then Place steel reinforcement cage, casting concrete.But due to constructing using framing, there are construction joint overlap joint between wall, reduce diaphragm wall Overall stiffness exists simultaneously risk of leakage.
Utility model content
The purpose of this utility model is to provide a kind of synchronous cutting casting concrete continuous walls construction equipments, solve stirring Cement soil continuous wall intensity is limited, is difficult to as deep foundation enclosed structure and RC Continuous wall that there are construction joints, prevents The bad problem of oozing property.
A kind of synchronous cutting casting concrete continuous walls construction equipment, including fetch earth mechanism and isolating device are cut,
The mechanism that fetches earth of cutting includes cutting box, and the driving power list of built-in drive sprocket is equipped on the upside of cutting box Member, is equipped with the driven pulley mechanism of built-in driven sprocket on the downside of cutting box, and the chain is surrounded on the drive sprocket, described cuts Case and the driven sprocket are cut, to form closed loop chain drive;
The isolating device is fixedly installed in that cutting box is non-to meet native side comprising with cutting box overlapped rigid isolation cover, The rigidity isolation cover limits a cavity with common on rear side of cutting box, is extended there through with accommodating chain, the rigidity isolation cover both sides Elastomeric isolation body is installed with bottom, the elastomeric isolation body, which is applied with pre compressed magnitude and precompression, makes it be tightly attached to both sides cell wall And slot bottom;
Further include the cutting box elevating mechanism erect on the ground, the cutting box elevating mechanism includes by a variety of truss groups At mast rack, be provided with multiple tracks lifting sliding rail on the inside of the mast rack, slided with the lifting on the outside of lifting sliding frame Block matches, and mast frame lower is hinged with lifting cylinder, and the piston rod end of the lifting cylinder slides frame with the lifting The upper articulation of frame, to push lifting sliding frame to be moved back and forth in mast rack by the way that lifting cylinder piston rod is flexible;
The driving power unit installation and lifting sliding lower portion comprising power unit bearing, the power list Multiple tensioning sliding blocks are arranged in first support outer, correspondingly, matched multigroup are provided on the inside of the lifting sliding frame Tight sliding rail, the straight reciprocating motion on the tightening rails of lifting sliding frame of driving power unit;
Further, the cutting box includes the support section at position and top, is located at the bottom section of bottom and is located at support section The standard knot between the section of bottom, the support section top is fixedly connected with native mechanism of running in, and bottom is fixed with the standard knot Connection, middle part are fixedly connected with lifting sliding frame lower end, so that support section is moved with lifting sliding frame, Bottom section bottom is fixedly connected with the driven pulley mechanism, and top is fixedly connected with standard knot, and the standard knot quantity is big In equal to 1 section, quantity is determined according to diaphram wall depth.
Further, further include that both ends are hinged on the tensioning reaction beam that the lifting slides framework upper, middle part and institute It is hinged to state hydraulic tensioning cylinder cylinder barrel end, the hydraulic tensioning cylinder piston rod is hinged with the power unit holder top, to institute It states tight hydraulic cylinder extension and pushes the straight reciprocating motion on lifting sliding frame of driving power unit.
Further, the drive motor that at least two groups are arranged symmetrically is installed on the driving power unit, is passed with passing through Rotary motive power is output to the drive sprocket by motivation structure.
Further, further include the walking chassis for being located at mast bottom of the frame, the walking chassis includes carrier frame, institute It states and is hinged with the mast bottom of the frame at the top of carrier frame, the mast upper rack is cut with scissors with described rigid hound one end It connects, the rigidity hound other end is fixedly connected with the adjusting Barrel of Hydraulic Cylinders end, the adjusting hydraulic cylinder piston rod end Hinged with carrier frame, the rigidity hound and adjustings hydraulic cylinder composition are adjusted diagonal brace, the adjustable diagonal brace and The carrier frame hinge, the adjustable diagonal brace and the hinge and mast rack of mast rack and the carrier frame Hinge, three hinges are wired to right angled triangle, and composition attitude regulation mechanism passes through the telescopic adjustment institute for adjusting hydraulic cylinder State vertical angle of the mast rack relative to carrier frame.
Preferably, the carrier frame bottom is equipped with wheel group.
Preferably, further include installation rail on the ground, the wheel group is walked on rail.
Preferably, further include positive thrustor and reversed thrustor, the forward direction thrustor with after tunneling direction It is hinged to take turns group end, the reversed thrustor is hinged with tunneling direction front wheels head end;The pushing tow support boots and the ground Pushing tow hydraulic cylinder piston rod end is hinged, and lower end is supported on the rail rail level, the forward direction thrustor and described anti- Positive and deboost is provided to thrustor, to limit the speed of travel of the carrier frame in driving.
Further, the cutting drawing out soil equipment includes the substrate being bolted with chain, is installed on the substrate It is useful for the cutter head of cutting original soil, and the bucket that fetches earth.
It can be synchronized using the equipment and carry out undisturbed soil cutting and concreting, avoid construction of diaphragm wall there are construction joint, The bad problem of barrier properties.
Description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is the synchronous cutting casting concrete continuous walls construction equipment facade side elevation of the utility model;
Fig. 2 is the synchronous cutting casting concrete continuous walls construction equipment facade front view of the utility model;
Fig. 3 is the synchronous cutting casting concrete continuous walls construction equipment axonometric drawing of the utility model;
Fig. 4 is the synchronous cutting casting concrete continuous walls construction equipment facade side cutaway view of the utility model;
Fig. 5 is that the cutting of the utility model is fetched earth and mechanism and connect, casting mechanism facade side elevation;
Fig. 6 is the cutting drawing out soil equipment side view of the utility model;
Fig. 7 is the cutting drawing out soil equipment front view of the utility model;
Fig. 8 is the cutting box and a kind of schematic diagram of embodiment of isolating device connection type of the utility model;
Fig. 9 is the schematic diagram of the cutting box and isolating device connection type another kind embodiment of the utility model;
Figure 10 be the utility model walking chassis on rail holding state schematic diagram;
Figure 11 is that the cutting box of the utility model and isolating device are inserted into undisturbed soil schematic diagram;
Figure 12 is that the cutting box of the utility model travels forward with isolating device, and super slow concrete is poured on rear side of isolating device Schematic diagram;
Figure 13 is that the cutting box of the utility model moves forward with isolating device, is poured on rear side of isolating device super slow mixed Solidifying native flow schematic diagram therewith;
Figure 14 is that the cutting box of the utility model is moved a certain distance with isolating device, in the super slow concrete of liquid-plastic state It is inserted into steel reinforcement cage schematic diagram.
Reference numeral:1- cuts fetch earth mechanism, 1.1- cutting boxes, 1.1.1- supports section, 1.1.2- standard knots, the bottoms 1.1.3- Portion's section, 1.2- chains, 1.2.1- chains mounting hole, 1.3 cutting drawing out soil equipment, 1.3.1- substrates, 1.3.2- cutter heads, 1.3.3- take Native bucket, 1.3.4- installation bolts, 1.4- driving power unit, 1.4.1- power units bearing, 1.4.1.1- be tensioned sliding block, 1.4.2- drive motor, 1.4.3- transmission mechanisms, 1.4.4- drive sprockets, 1.5- driven pulley mechanisms, 1.5.1- driven sprockets, 2- Isolating device, 2.1- rigidity isolation cover, 2.2- elastomeric isolations body, the undergrounds 2.3- pushing tow hydraulic cylinder, 3- rail, 3.1- counter-force branch Point, 4- walking chassis, 4.1- wheels group, 4.2- carrier frames, 4.2.1- racks supporting station, 4.3- forward directions thrustor, 4.3.1- Ground pushing tow hydraulic cylinder, 4.3.2- pushing tows support boots, the reversed thrustors of 4.4-, 5- cutting boxes elevating mechanism, 5.1- masts rack, 5.1.1- cutting box lifting sliding rail, 5.2- lifting slidings frame, 5.2.1- lifting sliders, 5.2.2- tightening rails, 5.3- liftings Oil cylinder, 6- chains strainer, 6.1- tensionings reaction beam, 6.2- hydraulic tensioning cylinders, 7- run in native mechanism, 7.1- skewed slots connect soil bucket, 7.2- horizontal conveyers, 8- attitude regulations mechanism, 8.1- are adjusted diagonal brace, 8.1.1- rigidity hound, 8.1.2- and adjust hydraulic pressure Cylinder, 8.2- main pins, 8.3- supporting legs jack, 9- undisturbed soils, 10- ultra-retardation concretes, 11- steel reinforcement cages.
Specific implementation mode
Referring to figs. 1 to Fig. 3, a kind of synchronous cutting casting concrete continuous walls construction equipment, including cut the mechanism 1 that fetches earth With isolating device 2, with reference to figure 4, the mechanism that fetches earth of cutting includes cutting box 1.1, and built-in drive chain is equipped on the upside of cutting box The driving power unit 1.4 of 1.4.4 is taken turns, the driven pulley mechanism 1.5 of built-in driven sprocket 1.5.1, institute are installed on the downside of cutting box It states chain 1.2 and is surrounded on the drive sprocket, the cutting box and the driven sprocket, to form closed loop chain drive;
With reference to figure 1, the isolating device is fixedly installed in that cutting box 1.1 is non-to meet native side comprising overlapped with cutting box Rigid isolation cover 2.1, which limits a cavity with common on rear side of cutting box, is extended there through with accommodating chain, described Rigid isolation cover both sides and bottom are equipped with elastomeric isolation body 2.2, and the elastomeric isolation body is applied with pre compressed magnitude and precompression It is set to be tightly attached to both sides cell wall and slot bottom;
Further include the cutting box elevating mechanism 5 erect on the ground, the cutting box elevating mechanism includes by a variety of truss The mast rack 5.1 of composition, the mast rack inside are provided with multiple tracks lifting sliding rail 5.1.1, frame 5.2 are slid with lifting The lifting slider 5.2.1 in outside is matched, and mast frame lower is hinged with lifting cylinder 5.3, the piston rod of the lifting cylinder End slides the upper articulation of frame 5.2 with the lifting, to push lifting sliding frame by the way that lifting cylinder piston rod is flexible Frame 5.2 moves back and forth in mast rack 5.1;
With reference to figure 5, the installation of driving power unit 1.4 slides with lifting inside frame 5.2 comprising power unit branch Multiple tensioning sliding block 1.4.1.1 are arranged in seat 1.4.1, the power unit support outer, correspondingly, in the lifting sliding frame Side is provided with matched multigroup tightening rails 5.2.2, and driving power unit 1.4 is slided in the tensioning of lifting sliding frame 5.2 Straight reciprocating motion on rail;
With continued reference to Fig. 4 and Fig. 5, the cutting box includes the support section 1.1.1 at position and top, and the bottom for being located at bottom is saved 1.1.3 the standard knot 1.1.2 and between support section and bottom section, the support section top is fixed with native mechanism 7 of running in be connected It connects, bottom is fixedly connected with the standard knot, and middle part is fixedly connected with 5.2 lower end of lifting sliding frame, so that holding Support section 1.1.1 is moved with lifting sliding frame 5.2, and bottom section bottom is fixedly connected with the driven pulley mechanism 1.5, Top is fixedly connected with standard knot, and the standard knot quantity is more than or equal to 1 section, and quantity is determined according to diaphram wall depth. The vertical length that the cutting box locates below ground level is grooving cutting depth.
Further include the tensioning reaction beam 6.1 that both ends are hinged on 5.2 top of the lifting sliding frame, middle part with reference to figure 5 It is hinged with 6.2 cylinder barrel end of the hydraulic tensioning cylinder, the hydraulic tensioning cylinder piston rod and the tops the power unit bearing 1.4.1 It is hinged, to which the tight hydraulic cylinder extension pushes the straight reciprocating motion on lifting sliding frame 5.2 of driving power unit 1.4.
With reference to figure 4, the drive motor 1.4.2 that at least two groups are arranged symmetrically is installed on the driving power unit 1.4, with Rotary motive power is output to the drive sprocket 1.1.4 by transmission mechanism.
Referring to figs. 1 to Fig. 3, the synchronous cutting casting concrete continuous walls construction equipment further includes being located at mast frame ground The walking chassis 4 in portion, the walking chassis include carrier frame 4.2,4.2 top of the carrier frame and the mast rack 5.1 bottoms are hinged, and the mast upper rack is hinged with described rigidity one end hound 8.1.1, and the rigidity hound is another End is fixedly connected with the adjusting hydraulic cylinder 8.1.2 cylinder barrels end, and the adjusting hydraulic cylinder piston rod end is cut with scissors with carrier frame 4.2 Connect, the rigidity hound 8.1.1 and the adjusting hydraulic cylinder 8.1.2 composition be adjusted diagonal brace 8.1, the adjustable diagonal brace with The carrier frame hinge, the adjustable diagonal brace and the hinge and mast rack of mast rack and the carrier frame Hinge, three hinges are wired to right angled triangle, and composition attitude regulation mechanism 8 passes through the flexible of the adjusting hydraulic cylinder 8.1.2 Adjust vertical angle of the mast rack 5.1 relative to carrier frame 4.2.
Particularly, 4.2 bottom of the carrier frame is equipped with wheel group 4.1.
Particularly, further include installation rail 3 on the ground, the wheel group 4.1 is walked on rail.
With reference to figure 2 and Figure 10, the synchronous cutting casting concrete continuous walls construction equipment further includes positive thrustor 4.3 and reversed thrustor 4.4, the forward direction thrustor and tunneling direction trailing wheel group end are hinged, the reversed pushing tow dress It sets hinged with tunneling direction front wheels head end;The pushing tow support boots 4.3.2 and the ground pushing tow hydraulic cylinder 4.3.1 tailpieces of the piston rod Hinged, lower end is supported on 3 rail level of the rail, multiple counter-force fulcrums 3.1 is arranged on the rail, wherein the top The seam allowance for pushing away support boots is stuck in counter-force fulcrum 3.1 on rail 3.The forward direction thrustor and the reversed thrustor provide just To and deboost, to limit the carrier frame 4.2 driving when the speed of travel.
With reference to figure 6 and Fig. 7, the cutting drawing out soil equipment 1.3 includes the substrate 1.3.1 being bolted with chain 1.2, Cutter head 1.3.2 for cutting undisturbed soil is installed, and the bucket 1.3.3 that fetches earth on the substrate.With continued reference to Fig. 4, work as progress When cutting is fetched earth, the chain 1.2 and the cutting drawing out soil equipment 1.3 turn clockwise under drive sprocket 1.4.4 drivings Dynamic, the skewed slot that native mechanism 7 of running in is fallen into after being promoted to ground by link chain mechanism to undisturbed soil connects 7.1, Jin Erluo in soil bucket The horizontal conveyer 7.2 that soil bucket lower section is connect to the skewed slot, is transported to required position by the conveyer and is handled outward.
The cutting drawing out soil equipment can be there are many form, the form of cutter head, the spacing between cutter head, between the bucket that fetches earth between Away from and the length of substrate can be changed according to actual condition.
With reference to figure 8, the chain of the cutting drawing out soil equipment has two groups, and two groups of non-parallel arrangements of chain.
With reference to figure 9, the chain of the cutting drawing out soil equipment has three groups, and two groups of chain parallel arrangements.
Synchronous cutting casting concrete continuous walls construction equipment carries out the construction method of operation, includes the following steps:
(1)Levelling of the land and rail are inserted into diaphram wall after installation is complete, by cutting box 1.1 and design bottom absolute altitude, such as scheme Shown in 10;
(2)Walking chassis 4 is moved to grooving direction, is cut the mechanism 1 that fetches earth and is started the cross cutting soil body and promote dregs To top drive sprocket wheel 1.4.4, dregs is fallen into run in by Gravitative Loads and native mechanism 7 and is discharged;
(3)With traversing, the 2 rear soil body generation empty slot of isolating device for cutting fetch earth mechanism 1 and isolating device 2, together It walks and pours ultra-retardation concrete 10 into empty slot, the ultra-retardation concrete of liquid-plastic state forms isolating device and both sides cell wall Lateral pressure, to provide driving augmented thrust and balance sidewall earth pressure, as shown in figure 11;
(4)As the cutting mechanism 1 that fetches earth is tunneled forward, the ultra-retardation concrete 10 after isolating device 2 in square groove section will be with Flowing and liquid level decline, take the mode that interval time pours that ultra-retardation concrete liquid level is made to maintain diaphram wall and set It counts in the high a certain range of top mark, as shown in figure 12;
(5)After pouring certain length at wall direction, the underthrust reinforcing bar in the ultra-retardation concrete 10 in liquid-plastic state Cage 11, and it is fixed, as shown in figure 13;
(6)Repeat step(4)Step(5), until constructing to the straightway diaphragm wall terminal or corner;
(7)Cutting box 1.1, isolating device 2 are proposed into ground and synchronous casting concrete by portion, its filling is made to extract cutting The empty slot that case, isolating device generate completes applying for the straightway diaphragm wall until whole cutting boxes, isolating device propose ground Work.
Example discussed above is only real to the synchronous cutting casting concrete continuous walls construction equipment of the utility model The mode of applying is described, and is not defined to the scope of the utility model, before not departing from the spirit of the design of the utility model It puts, the various modifications and improvement that those of ordinary skill in the art make the technical solution of the utility model should all fall into this In the protection domain that utility model claims book determines.

Claims (9)

1. a kind of synchronous cutting casting concrete continuous walls construction equipment, including cut the mechanism that fetches earth(1)And isolating device(2), It is characterized in that,
The mechanism that fetches earth of cutting includes cutting box(1.1), cutting box upside is equipped with built-in drive sprocket(1.4.4)Driving Power unit(1.4), cutting box downside is equipped with built-in driven sprocket(1.5.1)Driven pulley mechanism(1.5), chain(1.2) It is surrounded on the drive sprocket, the cutting box and the driven sprocket, to form closed loop chain drive;
The isolating device is fixedly installed in cutting box(1.1)It is non-to meet native side comprising with cutting box overlapped rigid isolation cover (2.1), it is common on rear side of the rigidity isolation cover and cutting box to limit a cavity, it is extended there through with accommodating chain, the rigidity isolation Cover both sides and bottom are equipped with elastomeric isolation body(2.2), the elastomeric isolation body, which is applied with pre compressed magnitude and precompression, keeps it tight It is affixed on both sides cell wall and slot bottom;
It further include the cutting box elevating mechanism erect on the ground(5), the cutting box elevating mechanism includes by a variety of truss groups At mast rack(5.1), the mast rack inside is provided with multiple tracks lifting sliding rail(5.1.1), frame is slid with lifting (5.2)The lifting slider in outside(5.2.1)It matches, mast frame lower and lifting cylinder(5.3)It is hinged, the lifting cylinder Piston rod end and the lifting sliding frame(5.2)Upper articulation, to pass through, lifting cylinder piston rod is flexible to be pushed Lifting sliding frame(5.2)In mast rack(5.1)Upper reciprocating motion.
2. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that the driving Power unit(1.4)Installation and lifting sliding frame(5.2)It is internal comprising power unit bearing(1.4.1), the power list Multiple tensioning sliding blocks are arranged in first support outer(1.4.1.1), correspondingly, it is provided on the inside of the lifting sliding frame matched Multigroup tightening rails(5.2.2), drive power unit(1.4)Frame is slid in lifting(5.2)Tightening rails on straight line it is past Multiple movement;
The cutting box includes the support section at position and top(1.1.1), the bottom for being located at bottom is saved(1.1.3)With positioned at support section Standard knot between the section of bottom(1.1.2), at the top of the support section with native mechanism of running in(7)Be fixedly connected, bottom with it is described Standard knot is fixedly connected, and middle part slides frame with the lifting(5.2)Lower end is fixedly connected, so that support section(1.1.1) Frame is slid with lifting(5.2)It moves together, the bottom section bottom and the driven pulley mechanism(1.5)It is fixedly connected, top It is fixedly connected with standard knot, the standard knot quantity is more than or equal to 1 section, and quantity is determined according to diaphram wall depth.
3. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that further include two End is hinged on the lifting sliding frame(5.2)The tensioning reaction beam on top(6.1), middle part with the hydraulic tensioning cylinder (6.2)Cylinder barrel end is hinged, the hydraulic tensioning cylinder piston rod and the power unit bearing(1.4.1)Top is hinged, to institute It states tight hydraulic cylinder extension and pushes driving power unit(1.4)Frame is slid in lifting(5.2)Upper straight reciprocating motion.
4. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that the driving Power unit(1.4)On the drive motor that at least two groups are arranged symmetrically is installed(1.4.2), with by transmission mechanism by back rotation Power is output to the drive sprocket(1.1.4).
5. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that further include position In the walking chassis of mast bottom of the frame(4), the walking chassis includes carrier frame(4.2), the carrier frame(4.2)Top Portion and the mast rack(5.1)Bottom is hinged, the mast upper rack and the rigid hound(8.1.1)It cuts with scissors one end It connects, the rigidity hound other end and adjusting hydraulic cylinder(8.1.2)Cylinder barrel end is fixedly connected, the adjusting hydraulic cylinder piston rod End and carrier frame(4.2)It is hinged, the rigidity hound(8.1.1)With the adjusting hydraulic cylinder(8.1.2)Composition is adjustable Diagonal brace(8.1), the hinge of the adjustable diagonal brace and the carrier frame hinge, the adjustable diagonal brace and mast rack, with And the hinge of mast rack and the carrier frame, three hinges are wired to right angled triangle, composition attitude regulation mechanism(8), Pass through the adjusting hydraulic cylinder(8.1.2)Telescopic adjustment described in mast rack(5.1)Relative to carrier frame(4.2)It is vertical Angle.
6. synchronous cutting casting concrete continuous walls construction equipment according to claim 5, which is characterized in that the chassis Frame(4.2)Bottom is equipped with wheel group(4.1).
7. synchronous cutting casting concrete continuous walls construction equipment according to claim 6, which is characterized in that further include peace The rail of dress on the ground(3), the wheel group(4.1)It walks on rail.
8. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that further include just To thrustor(4.3)With reversed thrustor(4.4), the forward direction thrustor and tunneling direction trailing wheel group end are hinged, The reversed thrustor is hinged with tunneling direction front wheels head end;The pushing tow supports boots(4.3.2)With ground pushing tow hydraulic cylinder (4.3.1)Tailpiece of the piston rod is hinged, and lower end is supported in rail(3)On rail level, the forward direction thrustor and the reversed top Pushing device provides positive and deboost, to limit carrier frame(4.2)The speed of travel in driving.
9. synchronous cutting casting concrete continuous walls construction equipment according to claim 1, which is characterized in that cutting is fetched earth Device(1.3)Including with chain(1.2)The substrate being bolted(1.3.1), it is equipped with for cutting original on the substrate The cutter head of soil(1.3.2), and the bucket that fetches earth(1.3.3).
CN201721843697.4U 2017-12-26 2017-12-26 A kind of synchronous cutting casting concrete continuous walls construction equipment Active CN207987912U (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111335384A (en) * 2020-02-20 2020-06-26 同济大学 Self-digging underground continuous wall simulation device
WO2022062054A1 (en) * 2020-09-28 2022-03-31 深圳市晟辉机械有限公司 Full-hydraulic automatic diaphragm wall cutting and grooving machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111335384A (en) * 2020-02-20 2020-06-26 同济大学 Self-digging underground continuous wall simulation device
WO2022062054A1 (en) * 2020-09-28 2022-03-31 深圳市晟辉机械有限公司 Full-hydraulic automatic diaphragm wall cutting and grooving machine

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