CN118007650A - Movable retaining wall construction equipment and application method thereof - Google Patents
Movable retaining wall construction equipment and application method thereof Download PDFInfo
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- CN118007650A CN118007650A CN202410278190.7A CN202410278190A CN118007650A CN 118007650 A CN118007650 A CN 118007650A CN 202410278190 A CN202410278190 A CN 202410278190A CN 118007650 A CN118007650 A CN 118007650A
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- 238000010276 construction Methods 0.000 title claims abstract description 120
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000007246 mechanism Effects 0.000 claims abstract description 170
- 230000007306 turnover Effects 0.000 claims abstract description 7
- 230000005540 biological transmission Effects 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 195
- 239000010959 steel Substances 0.000 claims description 195
- 229910000838 Al alloy Inorganic materials 0.000 claims description 24
- 238000009434 installation Methods 0.000 claims description 16
- 230000033001 locomotion Effects 0.000 claims description 16
- 239000004744 fabric Substances 0.000 claims description 7
- 230000001360 synchronised effect Effects 0.000 claims description 7
- 238000010586 diagram Methods 0.000 claims description 6
- 238000003754 machining Methods 0.000 claims description 6
- 230000008602 contraction Effects 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000000725 suspension Substances 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 230000004075 alteration Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
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- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses movable retaining wall construction equipment and a using method thereof, belonging to the technical field of building construction equipment, wherein the movable retaining wall construction equipment comprises an embedded part which is arranged on a crown beam pre-buried in an anti-slide pile; the hydraulic traveling mechanism is movably arranged on the upper side of the crown beam and is detachably connected with the embedded part to perform connection force transmission with the crown beam; the plurality of slide beam telescopic structures are arranged at intervals along the length direction of the hydraulic traveling mechanism on the upper side of the hydraulic traveling mechanism, wherein the plurality of slide beam telescopic structures are all movable; the suspension mould mechanism is arranged on one side of the slide-resistant pile and is connected with the slide beam telescopic structure through a chain; the operating crane is arranged on one side of the mould hanging mechanism, which is far away from the anti-slide pile, and is used for providing a working platform for operators; the control mechanism is arranged on the upper side of the hydraulic traveling mechanism. The hydraulic travelling mechanism of the invention slides forward in a hydraulic section way to drive the bottom end die hanging mechanism and the operation hanger mechanism to carry out turnover and running water construction on the retaining wall to be constructed.
Description
Technical Field
The invention belongs to the technical field of building construction equipment, and particularly relates to movable retaining wall construction equipment and a using method thereof.
Background
At present, the retaining wall of the slide-resistant pile is repeatedly of the same structure in the horizontal direction and the vertical direction, and the middle part of the retaining wall is free from structural shielding, so that the construction of large-scale mechanical equipment is facilitated; and the engineering quantity is large, the average cost is low, the industrial running water construction characteristics are realized, and the industrial mass production construction requirements are met.
At present, the anti-slide pile retaining wall pile-to-pile plate is mainly constructed by adopting a wood form and a steel pipe operation frame, and the traditional construction method has the problems of complicated operation frame erection step, poor safety, on-site shape aberration, easy loss of the wood form, multiple quality defects, low industrialization degree of the construction technology and the like.
Therefore, the construction method can replace the construction of the retaining wall inter-pile plates of the traditional wood-mould steel-pipe-adding operation frame, has good safety, good construction quality, high template turnover frequency and less loss, can realize quick turnover circulation, has adjustable modulus and certain adaptability, is used for constructing wall equipment for the construction of the retaining wall inter-pile plate structures, and is a difficult problem for the people in the field.
Disclosure of Invention
In order to solve the problems, the invention adopts the following technical scheme:
A mobile retaining wall construction apparatus comprising:
The embedded parts are arranged on a crown beam embedded in the anti-slide pile, and the embedded parts are arranged at intervals along the length direction of the crown beam;
The hydraulic traveling mechanism is movably arranged on the upper side of the crown beam, is detachably connected with the embedded part and is used for connecting and transmitting force with the crown beam;
The sliding beam telescopic structures are movably arranged on the upper side of the hydraulic traveling mechanism, and are arranged at intervals along the length direction of the hydraulic traveling mechanism;
the die hanging mechanism is arranged on one side of the slide-resistant pile and is connected with the slide beam telescopic structure;
the operating hanger is arranged on one side, far away from the slide-resistant pile, of the die hanging mechanism and is used for providing a working platform for operators;
The control mechanism is arranged on the upper side of the hydraulic traveling mechanism and used for controlling the hydraulic traveling mechanism to slide forward in a segmented mode, and the bottom end die hanging mechanism and the operation hanger mechanism are driven to carry out turnover and running water construction on the retaining wall to be constructed.
Further, a canopy and a guardrail are arranged on the upper side of the hydraulic traveling mechanism.
Further, the embedded part comprises:
The embedded part positioning steel plate is arranged on the upper side of the crown beam;
The embedded threaded round steel is positioned through the embedded part positioning steel plate, the first end of the embedded threaded round steel penetrates through the embedded part positioning steel plate and is at least partially embedded in the crown beam, and a bending part is arranged at the end part of the first end of the embedded threaded round steel;
and 2 round steel connecting steel plates, wherein the second ends of the 2 embedded threaded round steels are connected through the round steel connecting steel plates.
Further, the hydraulic traveling mechanism includes:
The walking sleeve frame structure is arranged on the upper side of the crown beam and is detachably connected with the embedded part;
the walking center frame structure is arranged on the inner side of the walking sleeve frame structure and is detachably connected with the embedded part;
the hydraulic walking oil cylinder is characterized in that one end of the hydraulic walking oil cylinder is connected with the walking sleeve frame structure, the other end of the hydraulic walking oil cylinder is connected with the walking center frame structure, and when one of the walking sleeve frame structure and the walking center frame structure is fixed, the other structure can be driven to perform sliding motion relative to the fixed structure through the jacking and shrinking motion of the hydraulic walking oil cylinder;
the hydraulic pump station is arranged at the top of the walking sleeve frame structure;
the hydraulic control cabinet is arranged at the top of the walking sleeve frame structure and is positioned at one side of the hydraulic pump station.
Further, the walking frame structure comprises: the walking sleeve frame truss, a plurality of groups of hydraulic lifting legs, a plurality of hydraulic lifting cylinders, two lower walking rails, an upper walking rail and a left connecting lug of the walking cylinders;
Wherein, a plurality of groups of hydraulic lifting legs are arranged at intervals along the length direction of the walking frame truss; the hydraulic lifting cylinders are arranged in one-to-one correspondence with the hydraulic lifting legs, the first ends of the hydraulic lifting cylinders are connected with the walking frame truss, the second ends of the hydraulic lifting cylinders are connected with the hydraulic lifting legs, and square tubes of the hydraulic lifting legs can be sleeved in vertical square tubes of the walking frame structure; the hydraulic lifting legs are driven to ascend and descend through contraction and jacking actions of the hydraulic lifting oil cylinders; the two lower walking rails are symmetrically arranged at the left side and the right side inside the walking sleeve truss; the upper walking track is arranged at the center of the inner top of the walking sleeve frame structure; the left connecting lug of the walking oil cylinder is arranged on a transverse square tube member at the left side of the walking sleeve frame structure;
The walking center frame structure comprises a plurality of groups of lifting legs, a center frame truss, a plurality of groups of lower limit guide wheels, a plurality of groups of upper limit guide wheels and a right connecting lug of the walking oil cylinder;
the lifting legs are arranged at intervals along the length direction of the walking center frame structure, the first ends of the lifting legs are at least partially sleeved in the center frame truss vertical square steel member, the second ends of the lifting legs are provided with handles, a plurality of lifting leg limiting holes are formed in the center frame truss vertical square steel member, and the lifting legs and the lifting leg limiting holes are limited through limiting bolts;
The lower limiting guide wheels are matched with the lower walking rail, a plurality of groups of lower limiting guide wheels are arranged at intervals along the length direction of the center frame truss, and each group of lower limiting guide wheels is symmetrically arranged on the vertical steel pipe components on the left side and the right side of the center frame truss;
The upper limit guide wheels are matched with the upper travelling rail, and a plurality of upper limit guide wheels are arranged at the center of the transverse steel pipe component at the top of the center frame truss at intervals;
the lower limit guide wheel is connected with the lower walking rail, and the upper limit guide wheel is connected with the upper walking rail to perform connection force transmission;
One end of the hydraulic walking oil cylinder is connected with the walking sleeve frame structure through a left walking oil cylinder connecting lug, the other end of the hydraulic walking oil cylinder is connected with the walking center frame structure through a right walking oil cylinder connecting lug, and when the walking sleeve frame structure is fixed with one of the walking center frame structures, the other structure can be driven to perform sliding motion relative to the fixed structure through the lifting and shrinking motion of the hydraulic walking oil cylinder;
the hydraulic pump station is arranged at the top of the walking sleeve frame structure and is connected through bolts;
The hydraulic control cabinet is arranged at the top of the walking sleeve frame structure, is positioned at one side of the hydraulic pump station and is connected through bolts.
Further, the slide beam telescopic structure includes:
The gear rack structure is connected with the top of the hydraulic traveling mechanism;
The first end of the H-shaped steel sliding beam is slidably arranged on the gear rack structure;
The sliding beam hanging point structures are slidably hung at the second end of the H-shaped steel sliding beam, and are arranged at intervals along the length direction of the H-shaped steel sliding beam;
the locking hand wheel is arranged at the upper end of the gear rack structure and is matched with the gear rack structure to lock and limit the H-shaped steel sliding beam;
the electric hoist is arranged in one-to-one correspondence with the sliding beam hanging point structures, and is hung on the sliding beam hanging point structures through a lifting hook;
The hanging chains are arranged in one-to-one correspondence with the electric hoists, and are connected with the electric hoists;
The gear rack structure is rotated to drive the sliding beam telescopic structure to move back and forth, so that the distance between the die hanging mechanism and the operation hanging bracket mechanism and the retaining wall to be constructed is controlled; the length of the hanging chain is changed by controlling the electric hoist, so that the mould hanging mechanism and the operation hanging frame mechanism are driven to lift.
Further, the gear rack structure comprises two supports, a rear guide wheel box, a gear rack structure square steel, a movable gear, a front guide wheel box, a large guide wheel, a small guide wheel and a hand wheel supporting structure; the two supports are detachably connected to the top of the hydraulic traveling mechanism, the front guide wheel box is connected with one of the supports through a connecting lug, and the rear guide wheel box is connected with the other support through a connecting lug; the front guide wheel box is connected to one end of the rack-and-pinion structural square steel, and the rear guide wheel box is connected to the other end of the rack-and-pinion structural square steel; the gear rack structural square steel is arranged at a position close to the front guide wheel box, a round hole is formed in the side face of the gear rack structural square steel, a rectangular long hole is formed in the top of the gear rack structural square steel, and the movable gear is arranged at the position of the gear rack structural square steel hole through a gear shaft; the pin shafts at the lower part of the front guide wheel box and the pin shafts at the lower part of the rear guide wheel box are symmetrically provided with the large guide wheels, and the pin shafts at the upper part of the front guide wheel box and the pin shafts at the upper part of the rear guide wheel box are symmetrically provided with the small guide wheels; the hand wheel supporting structure is arranged at the upper part of the rear guide wheel box; the locking hand wheel is arranged on the hand wheel supporting structure;
the first end of the H-shaped steel sliding beam sequentially passes through the front guide wheel box and the rear guide wheel box, and the large guide wheel and the small guide wheel limit the H-shaped steel sliding beam in the vertical direction at the lower part and the upper part;
The H-shaped steel sliding beam comprises steel strips Kong Gongzi, racks and a rack connecting steel plate; the rack is connected to the lower part of the rack connecting steel plate, the belt Kong Gongzi steel is connected to the upper part of the rack connecting steel plate, and two ends of the belt Kong Gongzi steel are respectively provided with an upper limit pin hole and a lower limit pin hole for carrying out anti-falling limit on the sliding beam hanging point structure;
The sliding beam hanging point structure comprises two round steel plates with holes, a high-strength bolt, a rectangular steel plate and two hanging point steel plates; the two round steel plates with holes are connected to the lower part of the rectangular steel plate; the two hanging point steel plates are connected to the upper part of the rectangular steel plate; the high-strength bolts are arranged on the two round steel plates with the holes;
The sliding beam telescopic structure is driven to move back and forth by rotating the movable gear of the gear rack structure; the device is used for controlling the distance between the die hanging mechanism and the operation hanging bracket mechanism and a retaining wall to be constructed; the length of the hanging chain is changed by controlling the electric hoist, so that the mould hanging mechanism and the operation hanging frame mechanism are driven to lift.
Further, the canopy includes: rain-proof cloth, steel truss, steel upright post and column foot;
Wherein the column base is connected with the hydraulic travelling mechanism; the first end of the steel upright post is connected to the column foot, the steel truss is connected with the second end of the steel upright post, and the waterproof cloth is paved on the top of the steel truss;
The die hanging mechanism comprises a plurality of die plate hanging points, an aluminum alloy combined die plate and an aluminum alloy die plate connecting hole; wherein, a plurality of the template hanging points are arranged at intervals on the top of the aluminum alloy combined template; the aluminum alloy combined template is formed by combining a single aluminum alloy template, and the single aluminum alloy template is connected and combined through the aluminum alloy template connecting holes;
the operation hanger mechanism includes: a plurality of groups of operation frame hanging frames, a plurality of groups of operation frame platform boards, a plurality of groups of operation frame guardrails, a plurality of groups of operation frame skirting boards, a plurality of groups of hanging frame hanging hooks and stairs;
The operation frame hanging frames are arranged at intervals along the length direction of the wall body, the hanging frame hanging hooks are arranged in one-to-one correspondence with the operation frame hanging frames, each operation frame hanging frame is connected with the hanging chains through the hanging frame hanging hooks, the operation frame platform plates are paved at intervals along the height direction of the wall body, and each operation frame platform plate is horizontally paved on the operation frame hanging frames; the operation frame skirting boards are arranged on the operation frame platform boards in a one-to-one correspondence mode.
Further, the control mechanism includes: the hydraulic control module and the electric hoist control module; the hydraulic control module comprises a hydraulic control cabinet, and the hydraulic walking oil cylinder and the hydraulic lifting oil cylinder are electrically connected with the hydraulic control cabinet and are used for realizing independent and synchronous hydraulic lifting shrinkage control of the hydraulic walking oil cylinder and the hydraulic lifting oil cylinder; the electric hoist control module is used for achieving vertical lifting of the die lifting mechanism and the operation lifting mechanism.
A method of using the mobile wall construction apparatus of any one of the above claims, the method comprising the steps of:
s1, machining each component of the movable retaining wall construction equipment according to a machining drawing;
S2, embedding an embedded part: when the crown beam is constructed by the retaining wall slide-resistant piles, a plurality of groups of embedded parts are pre-buried and installed at certain intervals before the crown beam is poured with concrete according to a construction drawing;
S3, installing a walking center frame structure: according to the installation drawing, assembling a center frame structure, hoisting the organized center frame structure to an embedded part on a crown beam of a retaining wall anti-slide pile construction to be constructed by adopting a crane, and connecting and fixing the center frame structure and the embedded part after finish assembly and positioning;
s4, mounting a walking sleeve frame structure and a hydraulic walking oil cylinder: according to the installation drawing, assembling a walking sleeve frame structure, lifting the assembled walking sleeve frame structure to a central frame structure by adopting a crane, sleeving the walking sleeve frame structure outside the central frame structure, and connecting a lower walking rail and an upper walking rail of the walking sleeve frame structure with a lower limit guide wheel and an upper limit guide wheel structure of the walking central frame structure, wherein one end of a hydraulic walking oil cylinder is connected with a right connecting lug of a walking oil cylinder of the walking central frame structure, and the other end of the hydraulic walking oil cylinder is connected with a left connecting lug of the walking oil cylinder of the walking sleeve frame structure; the walking sleeve frame structure and the center frame structure are connected together through a hydraulic walking oil cylinder, a lower walking rail, an upper walking rail, a lower limiting guide wheel and an upper limiting guide wheel structure;
S5, mounting a sliding beam telescopic structure: assembling the sliding beam telescopic structure according to the installation drawing; lifting the assembled sliding beam telescopic structure to a top platform of the walking sleeve frame structure, and installing a plurality of groups of sliding beam telescopic structures on the top platform of the walking sleeve frame structure according to a certain interval according to an installation drawing;
S6, installing the awning and the guardrail, and installing the processed awning and guardrail on a top platform of the walking sleeve frame structure according to an installation drawing in a connection mode;
s7, mounting a hydraulic control mechanism: according to the construction diagram of the hydraulic control mechanism, a hydraulic pump station, a hydraulic control cabinet and a hydraulic control electric circuit are installed;
s8, installing a die hanging mechanism and an operation hanging bracket mechanism: after the die hanging mechanism and the operation hanging bracket mechanism are processed, the die hanging mechanism and the operation hanging bracket mechanism are lifted to the appointed position of the retaining wall to be constructed according to a module according to a construction drawing, are hung with an electric hoist hanging chain, and are lifted to the appointed position of the construction through an electric hoist;
S9, constructing a first-mould retaining wall pile-to-pile plate in the vertical direction: lifting the electric hoist to a first mold to-be-constructed area of the retaining wall pile-to-pile plate by using an electric hoist control operation lifting frame mechanism, and carrying out bar planting and bar binding work; after the completion, using an electric hoist to control a lifting die mechanism to ascend to a reinforced bar binding completion area, reinforcing a template, and pouring concrete between the mixed retaining wall piles;
S10, construction of a second-mode retaining wall pile-to-pile plate in the vertical direction: after the concrete pouring of the plate between the first mould retaining wall piles in the vertical direction is finished, controlling an operation hanging frame mechanism to rise a mould height by using an electric hoist, carrying out bar planting and steel bar binding work, demoulding after the concrete pouring maintenance of the plate between the first mould retaining wall piles in the vertical direction is finished, controlling a hanging mould mechanism to rise a mould height by using the electric hoist, reinforcing a template, and pouring concrete between the mixed retaining wall piles; the construction of the vertical retaining wall inter-pile plates is cycled until the construction is finished;
S11, constructing a horizontal first-mould retaining wall pile-to-pile plate: after construction of the vertical retaining wall pile inter-plate is finished; the movable retaining wall construction equipment controls a hydraulic pump station through a control mechanism hydraulic control cabinet, controls hydraulic travelling mechanisms to slide forward in a segmented mode, drives a die hanging mechanism and an operation hanging bracket mechanism to slide forward, and performs construction on a retaining wall pile-to-be-constructed plate;
the specific implementation steps of the sectional forward sliding are as follows:
S111, removing the hydraulic lifting legs of the walking sleeve frame structure from being connected with a plurality of embedded parts through bolts, and controlling the hydraulic lifting cylinders to lift the hydraulic lifting legs through the control mechanism hydraulic control cabinet;
s112, taking the walking center frame structure as a fixed point, controlling the hydraulic walking oil cylinder to shrink by one stroke, and driving the walking center frame structure to move forwards by one stroke;
S113, controlling the hydraulic lifting oil cylinder to descend the hydraulic lifting legs, and using bolts to fixedly connect the hydraulic lifting legs with the embedded parts through bolts;
s114, removing the bolt connection of the lifting leg of the walking center frame structure and the embedded parts, lifting the lifting leg, and inserting a bolt into the lifting leg limiting hole for limiting;
S115, taking a walking sleeve frame structure as a fixed point; controlling the hydraulic traveling cylinder to lift one stroke to drive the traveling center frame structure to move forward one stroke;
S116, lifting legs of the descending walking center frame structure are connected with a plurality of embedded parts through bolts, and the walking center frame structure is fixed; completing a movement cycle;
s12, repeating construction of the inter-pile plates of the movable retaining wall construction equipment in the vertical direction and the horizontal direction until the construction is finished;
S13, dismantling the movable retaining wall construction equipment according to a construction drawing;
S14, finishing construction.
The beneficial effects are that:
The invention replaces the traditional wood form and steel pipe operation frame to construct the retaining wall pile inter-plate, and solves the problems of complicated operation frame erection step, poor safety, on-site shape aberration, easy wood form loss, multiple quality defects, low industrialization degree of construction technology and the like in the traditional construction method.
The invention has the advantages of standardization, modularized design, adjustable modulus, certain adaptability, integrated construction and high industrialization degree.
The invention can be circularly used, reduces the labor investment for the construction of the factory building formwork, saves the construction cost and the construction period of the plate between the retaining wall piles, and improves the industrial construction level of the plate between the retaining wall piles.
The invention is convenient to manage, the construction site is neat and clean, and the invention is safer.
The invention reduces the consumption and loss of the steel pipe scaffold and meets the requirements of energy conservation, emission reduction and low carbon.
Drawings
Fig. 1 is a general view of the movable retaining wall construction equipment;
fig. 2 is a schematic diagram showing the upper structure of the movable retaining wall construction equipment;
fig. 3 is a three-dimensional view of a hydraulic traveling mechanism structure of the movable retaining wall construction equipment;
Fig. 4 is a front view of the hydraulic traveling mechanism of the movable retaining wall construction equipment;
Fig. 5 is a left side view of the hydraulic traveling mechanism of the movable retaining wall construction equipment;
fig. 6 is a three-dimensional view of a walking frame structure of the movable retaining wall construction equipment;
fig. 7 is a front view of the traveling frame structure of the movable retaining wall construction equipment;
fig. 8 is a side view of a traveling gantry structure of the mobile retaining wall construction equipment;
fig. 9 is a three-dimensional view of a walking center frame structure of the movable retaining wall construction equipment;
fig. 10 is a front view, a side view and a top view of a walking center frame structure of the movable retaining wall construction equipment;
FIG. 11 is a front view of a plurality of sets of slide beam telescoping structures of the mobile retaining wall construction equipment;
FIG. 12 is a three-dimensional view of a plurality of sets of slide beam telescopic structures of the movable retaining wall construction equipment;
fig. 13 is a three-dimensional view of a rack and pinion structure of the mobile retaining wall construction equipment;
fig. 14 shows a h-beam slide Liang Sanwei of the movable retaining wall construction equipment;
fig. 15 is a view showing a construction point structure of a sliding beam hanging point of the movable retaining wall construction equipment;
Fig. 16 shows a canopy view of the mobile retaining wall construction equipment;
FIG. 17 illustrates a construction of a movable retaining wall construction equipment lifting mold;
fig. 18 is a schematic diagram of a modular design of a lifting mechanism of the movable retaining wall construction equipment;
Fig. 19 is a diagram of a mobile retaining wall construction equipment crane operating hanger;
Fig. 20 is a schematic view of an embedded part of the movable retaining wall construction equipment;
fig. 21 is a panel view of the control mechanism of the mobile retaining wall construction equipment.
Wherein, 1, a canopy; 11. rain-proof cloth; 12. a steel truss; 13. a steel upright; 14. column feet; 2. guard bars; 3. a sliding beam telescopic structure; 31. a rack and pinion structure; 311. a support; 312. a rear guide wheel box; 313. square steel with a gear rack structure; 314. a movable gear; 315. a front guide wheel box; 316. a large guide wheel; 317. a small guide wheel; 318. a hand wheel supporting structure; 32. h-shaped steel sliding beam; 321. band Kong Gongzi steel; 322. a rack; 323. the rack is connected with a steel plate, and a sliding beam hanging point structure is formed; 331. a round steel plate with holes; 332. a high-strength bolt; 333. a rectangular steel plate; 334. hanging a point steel plate; 34. an electric hoist; 341. a lifting hook; 35. a hanging chain; 36. locking a hand wheel; 4. a hydraulic walking mechanism; 41. a walking sleeve frame structure; 411. walking sleeve truss; 412. a hydraulic lifting leg; 413. a hydraulic lifting cylinder; 414. a lower walking rail; 415. an upper walking rail; 416. a left connecting lug of the walking oil cylinder; 42. a walking center frame structure; 421. lifting legs; 422. a center frame truss; 423. a lower limit guide wheel; 424. an upper limit guide wheel; 425. a right connecting lug of the walking oil cylinder; 426. lifting leg limit holes; 43. a hydraulic traveling cylinder; 44. controlling a hydraulic pump station; 45. a hydraulic control cabinet; 5. a die hanging mechanism; 51. a template hanging point; 52. an aluminum alloy combined template; 53. an aluminum alloy template connecting hole; 6. operating a hanger mechanism; 61. an operation rack hanging bracket; 62. an operating rack platform plate; 63. an operation rack guard bar; 64. an operating frame skirting board; 65. a hanger hook; 7. an embedded part; 71. pre-burying threaded round steel; 72. positioning a steel plate by an embedded part; 73. round steel connecting steel plates; 8. a crown beam; 9. an anti-slide pile; 10. a concrete retaining wall; 20, a retaining wall to be constructed.
Detailed Description
Reference will now be made in detail to exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, the same numbers in different drawings refer to the same or similar elements, unless otherwise indicated. The implementations described in the following exemplary examples do not represent all implementations consistent with the application. Rather, they are merely examples of apparatus and methods consistent with aspects of the application as detailed in the accompanying claims.
Example 1
A mobile retaining wall construction apparatus comprising:
The embedded parts 7 are arranged on the crown beam 8 embedded in the slide-resistant pile 9, and the embedded parts 7 are arranged at intervals along the length direction of the crown beam 8;
the hydraulic traveling mechanism 4 is movably arranged on the upper side of the crown beam 8 and is detachably connected with the embedded part 7 to perform connection force transmission with the crown beam 8;
The plurality of slide beam telescopic structures 3 are movably arranged on the upper side of the hydraulic traveling mechanism 4, and the plurality of slide beam telescopic structures 3 are arranged at intervals along the length direction of the hydraulic traveling mechanism 4;
In the concrete implementation, a plurality of slide beam telescopic structures 3 are connected with a hydraulic traveling mechanism 4 through bolts;
In the concrete implementation, the hydraulic traveling mechanism 4 is connected with the crown beam 8 of the slide-resistant pile 9 through bolts and embedded parts 7 to transfer force;
the die hanging mechanism 5 is arranged on one side of the slide-resistant pile 9 and is connected with the slide beam telescopic structure 3 through a chain 35;
the operating hanger mechanism 6 is arranged on one side of the die hanging mechanism 5 far away from the anti-slide pile 9 and is used for providing a working platform for operators;
The control mechanism is arranged on the upper side of the hydraulic traveling mechanism 4 and is used for controlling the hydraulic traveling mechanism 4 to slide forward in a hydraulic section mode, driving the bottom end die hanging mechanism 5 and the operation hanger mechanism 6 to carry out turnover and running water construction on the retaining wall 20 to be constructed.
Example 2
In order to improve the practicality, this embodiment is further provided on the basis of embodiment 1.
In the present embodiment, a canopy 1 and a guardrail 2 are provided on the upper side of the hydraulic traveling mechanism 4.
In specific implementation, the canopy 1 and the guard rail 2 are mounted on the top of the hydraulic traveling mechanism 4 through bolts.
In the present embodiment, the embedded part 7 includes:
the embedded part positioning steel plate 72, wherein the embedded part positioning steel plate 72 is arranged on the upper side of the crown beam 8;
4 pre-buried threaded round steels 71, wherein the pre-buried threaded round steels 71 are positioned through an embedded part positioning steel plate 72, and the first end of the pre-buried threaded round steels 71 passes through the embedded part positioning steel plate 72 and is at least partially pre-buried in the crown beam 8, and a bending part is arranged at the end part of the first end of the pre-buried threaded round steels 71;
The second ends of the 2 round steel connecting steel plates 73,2 pre-buried threaded round steels 71 are connected through a round steel connecting steel plate 73.
In specific implementation, 2 round steel connecting steel plates 73 are connected with the pre-buried threaded round steel 71 through nuts; the embedded parts 7 are arranged in a plurality of groups along the length direction of the crown beam 8 at a preferable interval; the hydraulic running gear 4 is preferably adapted in the width direction of the crown bar 8.
In the present embodiment, the hydraulic traveling mechanism 4 includes:
the walking sleeve frame structure 41 is arranged on the upper side of the crown beam 8 and is detachably connected with the embedded part 7;
the walking center frame structure 42 is arranged on the inner side of the walking sleeve frame structure 41 and is detachably connected with the embedded part 7;
The hydraulic walking oil cylinder 43, one end of the hydraulic walking oil cylinder 43 is connected with the walking sleeve frame structure 41, the other end of the hydraulic walking oil cylinder 43 is connected with the walking center frame structure 42, when one of the walking sleeve frame structure 41 and the walking center frame structure 42 is fixed, the other structure can be driven to perform sliding motion relative to the fixed structure through the lifting and shrinking motion of the hydraulic walking oil cylinder 43;
the hydraulic pump station 44, the hydraulic pump station 44 is set up at the top of walking the frame structure 41;
In particular, the hydraulic pump station 44 is bolted to the running gear frame structure 41.
The hydraulic control cabinet 45, the hydraulic control cabinet 45 sets up at walking frame structure 41 top, and is located one side of hydraulic power unit 44.
In the embodiment, the hydraulic pump station 44 is controlled by the control mechanism and the hydraulic control cabinet 45, the hydraulic traveling mechanism 4 is controlled to slide forward in a hydraulic section, and the lifting die mechanism 5 and the operation lifting frame mechanism 6 are driven to perform turnover and running water construction on the retaining wall 20 to be constructed.
In the present embodiment, the walking frame structure 41 includes: the walking frame truss 411, a plurality of groups of hydraulic lifting legs 412, a plurality of hydraulic lifting cylinders 413, two lower walking rails 414, an upper walking rail 415 and a left connecting lug 416 of the walking cylinders;
wherein, a plurality of groups of hydraulic lifting legs 412 are arranged at intervals along the length direction of the walking frame truss 411; the hydraulic lifting cylinders 413 are arranged in one-to-one correspondence with the hydraulic lifting legs 412, the first ends of the hydraulic lifting cylinders 413 are connected with the walking frame truss 411, the second ends of the hydraulic lifting cylinders are connected with the hydraulic lifting legs 412, and square tubes of the hydraulic lifting legs 412 can be sleeved in vertical square tubes of the walking frame structure 41; the hydraulic lifting legs 412 are driven to ascend and descend through the contraction and lifting actions of the hydraulic lifting cylinders 413; the two lower walking rails 414 are symmetrically arranged at the left and right sides of the inside of the walking frame truss 411; the upper walking track 415 is arranged at the center of the inner top of the walking frame structure 41; the left connecting lug 416 of the walking oil cylinder is arranged on the left transverse square tube member of the walking sleeve frame structure 41;
In specific implementation, the walking sleeve frame structure 41 is designed by adopting A, B modules, and A, B modules are assembled by bolts; the module A is a truss at the end part of the walking sleeve frame structure 41 and is formed by welding square tubes and steel plates; the module B is designed for a standard bailey frame, the number of the modules is adjustable, the number of the modules can be increased and reduced according to the requirements of different projects, and the total length L1 of the walking sleeve frame structure 41 is adjusted to adapt to the requirements of different projects on the construction length of equipment.
The hydraulic lifting legs 412 are formed by welding square tubes, round tubes and two steel plates, wherein the steel plates are preferably customized perforated steel plates, and bolts are arranged in holes of the steel plates and are connected with the lower ends of hydraulic lifting cylinders 413 of the hydraulic lifting legs 412; the upper end of the hydraulic lifting oil cylinder 413 is connected with an oil cylinder connecting structure welded on the vertical square tube of the walking sleeve frame structure 41; the square tube of the hydraulic lifting leg 412 can be sleeved in the vertical square tube of the walking frame structure 41; the hydraulic lifting legs 412 are driven to move up and down by the contraction and lifting actions of the hydraulic lifting cylinders 413.
The lower walking rail 414 is I-steel and symmetrically welded on the left side and the right side of the walking sleeve frame structure 41; the upper walking rail 415 is I-steel and is welded at the center of the top of the walking frame structure 41.
The left connecting lug 416 of the walking cylinder is welded on the preferable transverse square tube member at the left side of the walking frame structure 41.
The walking center frame structure 42 comprises a plurality of groups of lifting legs 421, a center frame truss 422, a plurality of groups of lower limit guide wheels 423, a plurality of groups of upper limit guide wheels 424 and a right connecting lug 425 of the walking cylinder;
The lifting legs 421 are arranged at intervals along the length direction of the walking center frame structure 42, the first ends of the lifting legs 421 are at least partially sleeved in the vertical square steel members of the center frame truss 422, the lifting legs 421 are limited by limiting bolts, the second ends of the lifting legs 421 are provided with handles, a plurality of lifting leg limiting holes 426 are formed in the vertical square steel members of the center frame truss 422, and the lifting legs 421 and the lifting leg limiting holes 426 are limited by the limiting bolts;
The lower limiting guide wheels 423 are matched with the lower travelling rail 414, a plurality of groups of lower limiting guide wheels 423 are arranged at intervals along the length direction of the center frame truss 422, and each group of lower limiting guide wheels 423 is symmetrically arranged on the vertical steel pipe components on the left side and the right side of the center frame truss 422;
In specific implementation, multiple groups of lower limiting guide wheels 423 are symmetrically welded on the vertical steel pipe components at the left side and the right side of the center frame truss 422 at a certain preferable interval; the upper limit guide wheels 424 are welded at the center of the transverse steel pipe component at the top of the center frame truss 422 at a certain preferable interval; the right connecting lug 425 of the walking oil cylinder is welded on the transverse steel tube structure at the top of the center frame truss 422;
The walking center frame structure 42 is designed by adopting C, D modules, and C, D modules are assembled by bolt assembly; the C module consists of a truss at the end part of a truss 422 of the center frame and lifting legs 421, and the truss at the end part of the truss 422 of the center frame consists of square tubes by welding; the number of the modules D is adjustable along with the number of the modules 41B of the walking frame structure, the number of the modules D is increased and reduced, and the total length L2 of the walking center frame structure 42 is adjusted to adapt to the requirements of different projects on the construction length of equipment; the D module is designed with a lifting leg 421 installation interface, and the lifting leg 421 can be installed according to the length change of the C module.
In specific implementation, the plurality of groups of lifting legs 421 are formed by connecting steel pipes and square steel, the square steel is provided with limiting holes and welded on the steel pipes, handles are welded on the steel pipes, and the plurality of groups of lifting legs 421 can be inserted into the vertical square steel of the center frame truss 422; the lifting legs 421 of the plurality of groups can be lifted and lowered manually, and the lifting legs are limited through limiting bolts and limiting holes.
The upper limit guide wheels 424 are matched with the upper travelling rail 415, and a plurality of upper limit guide wheels 424 are arranged at the center of the transverse steel tube member at the top of the center frame truss 422 at intervals;
the lower limit guide wheel 423 is connected with the lower traveling rail 414, and the upper limit guide wheel 424 is connected with the upper traveling rail 415 to perform connection force transmission;
In specific implementation, the walking frame structure 41 and the walking center frame structure 42 are connected and transmit force through the lower walking rail 414 and the upper walking rail 415 of the walking frame structure 41 and the lower limiting guide wheel 423 and the upper limiting guide wheel 424 of the walking center frame structure 42; the hydraulic traveling cylinder 43 is connected with the traveling sleeve frame structure 41 and the traveling center frame structure 42 through a traveling cylinder right connecting lug 425 and a traveling cylinder left connecting lug 416.
One end of the hydraulic walking oil cylinder 43 is connected with the walking sleeve frame structure 41 through a left walking oil cylinder connecting lug 416, the other end of the hydraulic walking oil cylinder 43 is connected with the walking center frame structure 42 through a right walking oil cylinder connecting lug 425, and when one of the walking sleeve frame structure 41 and the walking center frame structure 42 is fixed, the other structure can be driven to perform sliding motion relative to the fixed structure through the lifting and shrinking motion of the hydraulic walking oil cylinder 43;
the hydraulic pump station 44 is arranged at the top of the walking frame structure 41 and is connected through bolts;
hydraulic control cabinet 45 the hydraulic control cabinet 45 is arranged at the top of the walking frame structure 41, is positioned at one side of the hydraulic pump station 44, and is connected through bolts.
In the concrete implementation, the hydraulic subsection forward sliding concrete implementation steps of the hydraulic traveling mechanism 4 are as follows: the hydraulic traveling cylinder 43 is firstly installed, the hydraulic traveling cylinder 43 extends to the maximum stroke, the traveling center frame structure 42 is fixed, the hydraulic lifting legs 412 of the traveling sleeve frame structure 41 are released from being connected with the embedded parts 7 through bolts, the hydraulic lifting legs 412 are lifted, the hydraulic traveling cylinder 43 contracts one stroke by taking the traveling center frame structure 42 as a fixed point, the traveling sleeve frame structure 41 is driven to move forwards one stroke, the hydraulic lifting legs 412 are lowered to be connected with the embedded parts 7 through bolts, and the traveling sleeve frame structure 41 is fixed; lifting legs 421 of the walking center frame structure 42 are disconnected with the embedded pieces 7 through bolts, the lifting legs 421 are lifted, bolts are inserted into lifting leg limiting holes 426 to limit, a hydraulic walking oil cylinder 43 takes the walking sleeve frame structure 41 as a fixed point to lift a stroke, the walking center frame structure 42 is driven to move forward for a stroke, the lifting legs 421 of the walking center frame structure 42 are lowered to be connected with the embedded pieces 7 through bolts, and the walking center frame structure 42 is fixed; a movement cycle is completed.
In the concrete implementation, a plurality of embedded parts 7 are arranged in a plurality of groups along the length direction of the crown beam 8 at a preferable interval; the width of the hydraulic lifting legs 422 in the walking sleeve frame structure 41 of the hydraulic walking mechanism 4 is preferably adapted to the width direction of the crown beam 8, and the width of the lifting legs 421 of the walking center frame structure 42 is preferably adapted to the width direction of the walking center frame structure.
In the present embodiment, the slide beam telescoping structure 3 includes:
the gear rack structure 31, the gear rack structure 31 is connected with the top of the hydraulic traveling mechanism 4;
in specific implementation, the rack and pinion structure 31 is connected to the top of the hydraulic traveling mechanism by bolts.
The H-shaped steel sliding beam 32, wherein the first end of the H-shaped steel sliding beam 32 is slidably arranged on the gear rack structure 31;
The plurality of sliding beam hanging point structures 33 are hung at the second end of the H-shaped steel sliding beam 32 in a sliding manner, and the plurality of sliding beam hanging point structures 33 are arranged at intervals along the length direction of the H-shaped steel sliding beam 32;
The locking hand wheel 36 is arranged at the upper end of the gear rack structure, and the locking hand wheel 36 is matched with the gear rack structure 31 to lock and limit the H-shaped steel sliding beam 32;
in particular embodiments, the locking handwheel 36 may be rotated to lock and limit the H-beam 32.
The electric hoist 34 is arranged in one-to-one correspondence with the sliding beam hanging point structures 33, and the electric hoist 34 is hung on the sliding beam hanging point structures 33 through a hanging hook;
the plurality of hanging chains 35 are arranged in one-to-one correspondence with the plurality of electric hoists 34, and the hanging chains 35 are connected with the electric hoists 34;
The sliding beam telescopic structure 3 is driven to move back and forth by rotating the gear rack structure 31; controlling the distance between the mould hanging mechanism 5 and the operation hanging bracket mechanism 6 and the retaining wall to be constructed; by controlling the electric hoist 34, the length of the hanging chain 35 is changed, and the mould hanging mechanism 5 and the hanging frame mechanism 6 are driven to lift.
In this embodiment, the rack and pinion structure 31 includes two supports 311, a rear guide wheel box 312, a rack and pinion structure square steel 313, a movable gear 314, a front guide wheel box 315, a large guide wheel 316, a small guide wheel 317, and a hand wheel support structure 318; the two supports 311 are detachably connected to the top of the hydraulic traveling mechanism 4, the front guide wheel box 315 is connected with one support 311 through a connecting lug and a bolt, and the rear guide wheel box 312 is connected with the other support 311 through a connecting lug and a bolt; the front guide wheel box 315 is connected to one end of the rack and pinion structural square steel 313 by welding, and the rear guide wheel box 312 is connected to the other end of the rack and pinion structural square steel 313 by welding; the gear rack structural square steel 313 is arranged at a position close to the front guide wheel box 315, a round hole is formed in the side face, a rectangular long hole is formed in the top of the gear rack structural square steel 313, and the movable gear 314 is arranged at the position of the hole of the gear rack structural square steel 313 through a gear shaft; large guide wheels 316 are symmetrically arranged on the pin shafts at the lower part of the front guide wheel box 315 and the pin shafts at the lower part of the rear guide wheel box 312, and small guide wheels 317 are symmetrically arranged on the pin shafts at the upper part of the front guide wheel box 315 and the pin shafts at the upper part of the rear guide wheel box 312; a hand wheel support structure 318 is mounted on top of the rear idler cassette 312; the locking handwheel 36 is mounted on a handwheel support structure 318;
in specific implementation, the pinion-and-rack square steel 313 is provided with a round hole on the side surface and a rectangular long hole on the top at a position close to the front guide wheel box 315.
The first end of the H-shaped steel sliding beam 32 sequentially passes through the front guide wheel box 315 and the rear guide wheel box 312, and the large guide wheel 316 and the small guide wheel 317 limit the H-shaped steel sliding beam 32 in the vertical direction at the upper part;
In specific implementation, the H-shaped steel slide beam 32 is connected with the rack-and-pinion structure 31, specifically, the H-shaped steel slide beam 32 passes through the structures of the large guide wheel 316 and the small guide wheel 317, the large guide wheel 316 is positioned below and the small guide wheel 317 is positioned above to limit the H-shaped steel slide beam 32 in the vertical direction, the H-shaped steel slide beam 32 can slide in the horizontal direction, two upper and lower limiting pin holes are arranged at two ends of the H-shaped steel slide beam 32 to limit the slide beam hanging point structure 33 in an anti-drop manner;
The H-shaped steel slide beam 32 comprises belt Kong Gongzi steel 321, a rack 322 and a rack connecting steel plate 323; the rack 322 is welded at the lower part of the rack connecting steel plate 323, the steel 321 with Kong Gongzi is welded at the upper part of the rack connecting steel plate 323, and the two ends of the steel 321 with Kong Gongzi are respectively provided with an upper limit pin hole and a lower limit pin hole for carrying out anti-falling limit on the sliding beam hanging point structure 33;
The sliding beam hanging point structure 33 comprises two round steel plates 331 with holes, a high-strength bolt 332, a rectangular steel plate 333 and two hanging point steel plates 334; two round steel plates 331 with holes are welded at the lower part of the rectangular steel plate 333; two hanging point steel plates 334 are welded on the upper part of the rectangular steel plate 333; the high-strength bolts 332 are arranged on the two round steel plates 331 with holes;
The sliding beam telescopic structure 3 is driven to move back and forth by rotating the movable gear 314 of the gear rack structure 31; the device is used for controlling the distance between the lifting die mechanism 5 and the operation lifting frame mechanism 6 and the retaining wall to be constructed; by controlling the electric hoist 34, the length of the hanging chain 35 is changed, and the mould hanging mechanism 5 and the operation hanging frame mechanism 6 are driven to lift.
In the present embodiment, the canopy 1 includes: rain cloth 11, steel truss 12, steel upright post 13 and column foot 14;
wherein, the column base 14 is connected with the hydraulic travelling mechanism 4 through bolts; the first end of the steel upright post 13 is welded on the column foot 14, the steel truss 12 is connected with the second end of the steel upright post 13 through welding, and the waterproof cloth 11 is paved on the top of the steel truss 12;
The die hanging mechanism 5 comprises a plurality of die plate hanging points 51, an aluminum alloy combined die plate 52 and an aluminum alloy die plate connecting hole 53; wherein, a plurality of template hanging points 51 are arranged at intervals on the top of the aluminum alloy combined template 52; the aluminum alloy combined template 52 is formed by combining single aluminum alloy templates, and the single aluminum alloy templates are connected and combined through aluminum alloy template connecting holes 53;
in specific implementation, the die plate hanging points 51 are U-shaped screws and are fixed on the top of the aluminum alloy combined die plate 52 through bolts, and are arranged at a certain preferable interval.
The die hanging mechanism 5 adopts a modularized design, the horizontal direction is 5.5m, and the height direction is 2.5m and 1m; the die hanging mechanism can be increased and reduced in the length and height directions according to construction requirements, the modulus is adjusted, the total length L3 of the die hanging mechanism 5 is adjusted, and the construction requirements are met.
The operation hanger mechanism 6 includes: a plurality of groups of operation rack hanging frames 61, a plurality of groups of operation rack platform boards 62, a plurality of groups of operation rack guardrails 63, a plurality of groups of operation rack skirting boards 64, a plurality of groups of hanging rack hanging hooks 65 and stairs;
The plurality of groups of operation frame hanging frames 61 are arranged at intervals along the length direction of the wall body, the plurality of groups of hanging frame hanging frames 65 are arranged in one-to-one correspondence with the plurality of groups of operation frame hanging frames 61, each group of operation frame hanging frames 61 is connected with the hanging chains 35 and the electric hoist 34 through the hanging frame hanging frames 65 and then connected with the sliding beam telescopic structure 3, the plurality of groups of operation frame platform boards 62 are paved at intervals along the height direction of the wall body, and each group of operation frame platform boards 62 are horizontally paved on the plurality of groups of operation frame hanging frames 61; the plurality of groups of operation frame platform plates 62, the plurality of groups of operation frame guardrails 63 and the plurality of groups of operation frame skirting boards 64 are arranged in a one-to-one correspondence manner, and the plurality of groups of operation frame guardrails 63 and the plurality of groups of operation frame skirting boards 64 are arranged on the plurality of groups of operation frame platform plates 62 through bolts.
In specific implementation, the operation hanging bracket mechanism 6 is provided with a 4-layer operation platform; and (3) installing a template on the 1-2 layers of platforms, pouring concrete, removing the template and demoulding. And 3-4 layers of platforms are used for planting bars and binding the bars on the retaining wall. The end part of the operation frame is provided with a ladder stand, and each layer of the operation frame can be reached through the ladder stand.
The operation hanging bracket mechanism 6 adopts a modularized design and consists of an E module and an F module; the F module can be increased and reduced according to construction requirements, the module is adjusted, the total width length L4 of the operation hanging frame mechanism 6 is adjusted, and the construction requirements are met.
In the present embodiment, the control mechanism includes: the hydraulic control module and the electric hoist control module; the hydraulic control module comprises a hydraulic control cabinet 45, and the hydraulic traveling oil cylinder 43 and the hydraulic lifting oil cylinder 413 are electrically connected with the hydraulic control cabinet 45 and used for realizing independent and synchronous hydraulic lifting shrinkage control of the hydraulic traveling oil cylinder 43 and the hydraulic lifting oil cylinder 413; the electric hoist control module is used for realizing vertical lifting of the die lifting mechanism 5 and the operation lifting frame mechanism 6.
In specific implementation, the hydraulic control cabinet 45 and the oil cylinder are provided with independent and synchronous telescopic control programs, and the control panel of the hydraulic control cabinet/45 comprises power indicator lamps, starting, scram, pause, synchronous leg extension, synchronous leg retraction, extension of the walking oil cylinder, retraction of the walking oil cylinder and other keys; realizing independent and synchronous hydraulic lifting shrinkage control of the hydraulic walking oil cylinder 43 and the hydraulic lifting oil cylinder 413; the electric hoist control mechanism comprises two working modes of remote control and manual control, and can realize vertical lifting control of the die lifting mechanism 5 and the operation hanging frame mechanism 6.
Example 3
The present embodiment provides a method for using the mobile retaining wall construction equipment of embodiment 1 or embodiment 2, the method comprising the steps of:
s1, machining each component of the movable retaining wall construction equipment according to a machining drawing;
S2, embedding the embedded part 7: when the crown beam 8 is constructed by the retaining wall slide-resistant piles 9, a plurality of groups of embedded parts 7 are pre-buried and installed at certain intervals before the crown beam 8 is poured with concrete according to a construction drawing;
s3, mounting a walking center frame structure 42: according to the installation drawing, assembling a center frame structure 42, hoisting the organized center frame structure 42 to an embedded part 7 on a crown beam 8 of a retaining wall anti-slide pile 9 to be constructed by adopting a crane, and connecting and fixing the center frame structure 42 and the embedded part 7 after finish assembly and positioning;
S4, mounting a walking sleeve frame structure 41 and a hydraulic walking oil cylinder 43: according to the installation drawing, assembling a walking sleeve frame structure 41, lifting the assembled walking sleeve frame structure 41 to a central frame structure 42 by adopting a crane, sleeving the walking sleeve frame structure 41 outside the central frame structure 42, and connecting a lower walking rail 414 and an upper walking rail 415 of the walking sleeve frame structure 41 with a lower limiting guide wheel 423 and an upper limiting guide wheel 424 of the walking central frame structure 42, wherein a hydraulic walking oil cylinder 43 is connected with a right walking oil cylinder connecting lug 425 of the walking central frame structure 42, and a left walking oil cylinder connecting lug 416 of the walking sleeve frame structure 41 is connected; the walking sleeve frame structure 41 and the center frame structure 42 are connected together through the structures of the hydraulic walking oil cylinder 43, the lower walking rail 414, the upper walking rail 415, the lower limiting guide wheel 423 and the upper limiting guide wheel 424;
S5, mounting a sliding beam telescopic structure 3: assembling the sliding beam telescopic structure 3 according to an installation drawing; lifting the assembled sliding beam telescopic structures 3 to the top platform of the walking sleeve frame structure 41, and installing a plurality of groups of sliding beam telescopic structures 3 on the top platform of the walking sleeve frame structure 41 according to a certain interval according to an installation drawing;
S6, installing the awning 1 and the guardrails 2, and installing the processed awning 1 and the processed guardrails 2 on a platform at the top of the walking sleeve frame structure 41 according to an installation drawing in a connection mode;
S7, mounting a hydraulic control mechanism: according to the construction diagram of the hydraulic control module, a hydraulic pump station 44, a hydraulic control cabinet 45 and a hydraulic control electric circuit are installed;
S8, installing a die hanging mechanism 5 and an operation hanging bracket mechanism 6: after the die hanging mechanism 5 and the operation hanging bracket mechanism 6 are processed, the die hanging mechanism 5 and the operation hanging bracket mechanism 6 are lifted to the designated 10 positions of the retaining wall to be constructed according to the construction drawing according to the modules, are hung with the hanging chains 35 of the electric hoist 34, and are lifted to the designated construction positions through the electric hoist 34;
S9, constructing a first-mould retaining wall pile-to-pile plate in the vertical direction: lifting the operation hanger mechanism 6 to a first mold to-be-constructed area of the retaining wall pile-to-pile plate by using the electric hoist 34 to perform bar planting and bar binding work; after the completion, the electric hoist 34 is used for controlling the lifting die mechanism 5 to lift to the area where the binding of the reinforcing steel bars is completed, the template is reinforced, and concrete between the mixed retaining wall piles is poured;
S10, construction of a second-mode retaining wall pile-to-pile plate in the vertical direction: after the concrete pouring of the plate between the first mould retaining wall piles in the vertical direction is finished, the electric hoist 34 is used for controlling the operation hanger mechanism 6 to rise a mould height, the work of bar planting and steel bar binding is carried out, after the concrete pouring maintenance of the plate between the first mould retaining wall piles in the vertical direction is finished, demoulding is carried out, the electric hoist 34 is used for controlling the lifting mould mechanism 5 to rise a mould height, a mould is reinforced, and concrete between the mixed retaining wall piles is poured; the construction of the vertical retaining wall inter-pile plates is cycled until the construction is finished;
s11, constructing a horizontal first-mould retaining wall pile-to-pile plate: after construction of the vertical retaining wall pile inter-plate is finished; the movable retaining wall construction equipment controls a hydraulic pump station 44 through a hydraulic control cabinet 45, controls a hydraulic traveling mechanism 4 to slide forward in a hydraulic section mode, drives a lifting die mechanism 5 and an operating hanging bracket mechanism 6 to slide forward, and performs construction on a retaining wall pile-to-be-constructed plate.
The specific implementation steps of the sectional forward sliding are as follows:
S111, removing the hydraulic lifting legs 412 of the walking sleeve frame structure 41 to be connected with the embedded parts 7 through bolts, and controlling the hydraulic lifting cylinders 413 to lift the hydraulic lifting legs 412 by the hydraulic control cabinet 45;
S112, taking the walking center frame structure 42 as a fixed point, controlling the hydraulic walking oil cylinder 43 to shrink by one stroke, and driving the walking center frame structure 41 to move forwards by one stroke;
s113, controlling the hydraulic lifting oil cylinder 413 to descend the hydraulic lifting legs 412, and using bolts to fixedly connect the hydraulic lifting legs 412 with the embedded pieces 7 through bolts;
S114, lifting legs 421 of the walk-canceling center frame structure 42 are connected with a plurality of embedded parts 7 through bolts, the lifting legs 421 are lifted, and the bolts are inserted into lifting leg limiting holes 426 for limiting;
s115, taking the walking frame structure 41 as a fixed point; the hydraulic traveling cylinder 43 is controlled to lift one stroke, and the traveling center frame structure 42 is driven to move forward one stroke;
s116, lifting legs 421 of the descending walking center frame structure 42 are connected with the embedded parts 7 through bolts, and the walking center frame structure 42 is fixed; completing a movement cycle;
s12, repeating construction of the inter-pile plates of the movable retaining wall construction equipment in the vertical direction and the horizontal direction until the construction is finished;
S13, dismantling the movable retaining wall construction equipment according to a construction drawing;
S14, finishing construction.
The foregoing description is only a preferred embodiment of the present invention, and is not intended to limit the technical scope of the present invention, so any minor modifications, equivalent changes and modifications made to the above embodiments according to the technical principles of the present invention still fall within the scope of the technical solutions of the present invention.
Claims (10)
1. A mobile retaining wall construction apparatus, comprising:
the embedded parts (7) are arranged on the crown beams (8) embedded in the slide piles (9), and the embedded parts (7) are arranged at intervals along the length direction of the crown beams (8);
The hydraulic traveling mechanism (4) is movably arranged on the upper side of the crown beam (8) and is detachably connected with the embedded part (7) to perform connection force transmission with the crown beam (8);
The sliding beam telescopic structures (3) are movably arranged on the upper sides of the hydraulic travelling mechanisms (4), and the sliding beam telescopic structures (3) are arranged at intervals along the length direction of the hydraulic travelling mechanisms (4);
The die hanging mechanism (5) is arranged on one side of the slide-resistant pile (9) and is connected with the slide beam telescopic structure (3);
The operating hanger is arranged on one side of the die hanging mechanism (5) away from the slide-resistant pile (9) and is used for providing a working platform for operators;
the control mechanism is arranged on the upper side of the hydraulic traveling mechanism (4) and used for controlling the hydraulic traveling mechanism (4) to slide forwards in a segmented mode, and the bottom end die lifting mechanism (5) and the operation hanger mechanism (6) are driven to carry out turnover and running water construction on the retaining wall (20) to be constructed.
2. The mobile retaining wall construction equipment according to claim 1, characterized in that the upper side of the hydraulic travelling mechanism (4) is provided with a canopy (1) and a railing (2).
3. Mobile retaining wall construction equipment according to claim 1, characterized in that the embedment (7) comprises:
The embedded part positioning steel plate (72), and the embedded part positioning steel plate (72) is arranged on the upper side of the crown beam (8);
4 pre-buried threaded round steels (71), wherein the pre-buried threaded round steels (71) are positioned through the pre-buried piece positioning steel plate (72), the first ends of the pre-buried threaded round steels (71) penetrate through the pre-buried piece positioning steel plate (72) and are at least partially pre-buried in the crown beam (8), and bending parts are arranged at the end parts of the first ends of the pre-buried threaded round steels (71);
And 2 round steel connecting steel plates (73), and the second ends of the 2 embedded threaded round steels (71) are connected through the round steel connecting steel plates (73).
4. Mobile retaining wall construction equipment according to claim 2, characterized in that the hydraulic travelling mechanism (4) comprises:
The walking sleeve frame structure (41) is arranged on the upper side of the crown beam (8) and is detachably connected with the embedded part (7);
The walking center frame structure (42) is arranged on the inner side of the walking sleeve frame structure (41) and is detachably connected with the embedded part (7);
The hydraulic walking oil cylinder (43), one end of the hydraulic walking oil cylinder (43) is connected with the walking sleeve frame structure (41), the other end of the hydraulic walking oil cylinder (43) is connected with the walking center frame structure (42), and when one of the walking sleeve frame structure (41) and the walking center frame structure (42) is fixed, the other structure can be driven to perform sliding motion relative to the fixed structure through the lifting and shrinking motion of the hydraulic walking oil cylinder (43);
The hydraulic pump station (44) is arranged at the top of the walking sleeve frame structure (41);
the hydraulic control cabinet (45), the hydraulic control cabinet (45) set up in walking sleeve frame structure (41) top, and be located one side of hydraulic power unit (44).
5. The mobile retaining wall construction equipment according to claim 4, wherein the walking frame structure (41) comprises: the walking frame truss (411), a plurality of groups of hydraulic lifting legs (412), a plurality of hydraulic lifting cylinders (413), two lower walking rails (414), an upper walking rail (415) and a left connecting lug (416) of the walking cylinders;
Wherein, a plurality of groups of hydraulic lifting legs (412) are arranged at intervals along the length direction of the walking sleeve truss (411); the hydraulic lifting cylinders (413) are arranged in one-to-one correspondence with the hydraulic lifting legs (412), the first ends of the hydraulic lifting cylinders (413) are connected with the walking frame truss (411), the second ends of the hydraulic lifting cylinders are connected with the hydraulic lifting legs (412), and square tubes of the hydraulic lifting legs (412) can be sleeved in vertical square tubes of the walking frame structure (41); the hydraulic lifting legs (412) are driven to ascend and descend through the contraction and jacking actions of the hydraulic lifting oil cylinders (413); the two lower walking rails (414) are symmetrically arranged at the left side and the right side inside the walking sleeve truss (411); the upper walking track (415) is arranged at the center of the inner top of the walking sleeve frame structure (41); the left connecting lug (416) of the walking oil cylinder is arranged on the walking a transverse square tube member on the left side of the sleeve frame structure (41);
the walking center frame structure (42) comprises a plurality of groups of lifting legs (421), center frame trusses (422), a plurality of groups of lower limit guide wheels (423), a plurality of groups of upper limit guide wheels (424) and a right connecting lug (425) of the walking oil cylinder;
The lifting legs (421) are arranged at intervals along the length direction of the walking center frame structure (42), the first ends of the lifting legs (421) are at least partially sleeved in the vertical square steel members of the center frame truss (422), the second ends of the lifting legs (421) are provided with handles, the vertical square steel members of the center frame truss (422) are provided with a plurality of lifting leg limiting holes (426), and the lifting legs (421) and the lifting leg limiting holes (426) are limited through limiting bolts;
The lower limiting guide wheels (423) are matched with the lower travelling rail (414), a plurality of groups of lower limiting guide wheels (423) are arranged at intervals along the length direction of the center frame truss (422), and each group of lower limiting guide wheels (423) is symmetrically arranged on the vertical steel pipe components on the left side and the right side of the center frame truss (422);
The upper limit guide wheels (424) are matched with the upper travelling rail (415), and a plurality of upper limit guide wheels (424) are arranged at the center of a transverse steel pipe component at the top of the center frame truss (422) at intervals;
The lower limit guide wheel (423) is connected with the lower traveling rail (414), and the upper limit guide wheel (424) is connected with the upper traveling rail (415) to perform connection force transmission;
One end of the hydraulic walking oil cylinder (43) is connected with the walking sleeve frame structure (41) through a left walking oil cylinder connecting lug (416), the other end of the hydraulic walking oil cylinder (43) is connected with the walking center frame structure (42) through a right walking oil cylinder connecting lug (425), and when one of the walking sleeve frame structure (41) and the walking center frame structure (42) is fixed, the other structure can be driven to perform sliding motion relative to the fixed structure through jacking and shrinking motion of the hydraulic walking oil cylinder (43);
The hydraulic pump station (44) is arranged at the top of the walking sleeve frame structure (41) and is connected through bolts;
the hydraulic control cabinet (45) is arranged at the top of the walking sleeve frame structure (41), is positioned at one side of the hydraulic pump station (44), and is connected through bolts.
6. The mobile retaining wall construction equipment according to claim 5, wherein the skid beam telescopic structure (3) comprises:
the gear rack structure (31), the gear rack structure (31) is connected with the top of the hydraulic traveling mechanism (4);
The first end of the H-shaped steel sliding beam (32) is slidably arranged on the gear rack structure (31);
the sliding beam hanging point structures (33) are slidably hung at the second end of the H-shaped steel sliding beam (32), and the sliding beam hanging point structures (33) are arranged at intervals along the length direction of the H-shaped steel sliding beam (32);
The locking hand wheel (36) is arranged at the upper end of the gear rack structure, and the locking hand wheel (36) is matched with the gear rack structure (31) to lock and limit the H-shaped steel sliding beam (32);
The electric hoists (34), the electric hoists (34) and the sliding beam hanging point structures (33) are arranged in one-to-one correspondence, and the electric hoists (34) are hung on the sliding beam hanging point structures (33) through hanging hooks;
The plurality of hanging chains (35), the plurality of hanging chains (35) and the plurality of electric hoists (34) are arranged in a one-to-one correspondence manner, and the hanging chains (35) are connected with the electric hoists (34);
The gear rack structure (31) is rotated to drive the sliding beam telescopic structure (3) to move forwards and backwards, so that the distance between the lifting die mechanism (5) and the operation lifting frame mechanism (6) and a retaining wall to be constructed is controlled; the length of the hanging chain (35) is changed by controlling the electric hoist (34), so that the mould hanging mechanism (5) and the operation hanging frame mechanism (6) are driven to lift.
7. The mobile retaining wall construction equipment of claim 6, wherein the rack and pinion structure (31) comprises two supports (311), a rear guide wheel box (312), rack and pinion structure square steel (313), a movable gear (314), a front guide wheel box (315), a large guide wheel (316), a small guide wheel (317), and a hand wheel support structure (318); the two supports (311) are detachably connected to the top of the hydraulic traveling mechanism (4), the front guide wheel box (315) is connected with one support (311) through a connecting lug, and the rear guide wheel box (312) is connected with the other support (311) through a connecting lug; the front guide wheel box (315) is connected to one end of the rack-and-pinion structural square steel (313), and the rear guide wheel box (312) is connected to the other end of the rack-and-pinion structural square steel (313); the gear rack structural square steel (313) is arranged at a position close to the front guide wheel box (315), a round hole is formed in the side face of the gear rack structural square steel, a rectangular long hole is formed in the top of the gear rack structural square steel, and the movable gear (314) is arranged at the position of the hole formed in the gear rack structural square steel (313) through a gear shaft; the large guide wheels (316) are symmetrically arranged on the pin shafts at the lower part of the front guide wheel box (315) and the pin shafts at the lower part of the rear guide wheel box (312), and the small guide wheels (317) are symmetrically arranged on the pin shafts at the upper part of the front guide wheel box (315) and the pin shafts at the upper part of the rear guide wheel box (312); the hand wheel supporting structure (318) is arranged at the upper part of the rear guide wheel box (312); the locking hand wheel (36) is mounted on the hand wheel supporting structure (318);
The first end of the H-shaped steel sliding beam (32) sequentially passes through the front guide wheel box (315) and the rear guide wheel box (312), and the large guide wheel (317) and the small guide wheel (317) are arranged below and limit the H-shaped steel sliding beam (32) in the vertical direction;
The H-shaped steel sliding beam (32) comprises belt Kong Gongzi steel (321), a rack (322) and a rack connecting steel plate (323); the rack (322) is connected to the lower part of the rack connecting steel plate (323), the belt Kong Gongzi steel (321) is connected to the upper part of the rack connecting steel plate (323), and two upper and lower limit pin holes are formed at two ends of the belt Kong Gongzi steel (321) and are used for carrying out anti-falling limit on the sliding beam hanging point structure (33);
The sliding beam hanging point structure (33) comprises two round steel plates (331) with holes, a high-strength bolt (332), a rectangular steel plate (333) and two hanging point steel plates (334); the two round steel plates (331) with holes are connected to the lower part of the rectangular steel plate (333); the two hanging point steel plates (334) are connected to the upper part of the rectangular steel plate (333); the high-strength bolts (332) are arranged on the two round steel plates (331) with holes;
The sliding beam telescopic structure (3) is driven to move back and forth by rotating the movable gear (314) of the gear rack structure (31); the device is used for controlling the distance between the lifting die mechanism (5) and the operation lifting frame mechanism (6) and a retaining wall to be constructed; the length of the hanging chain (35) is changed by controlling the electric hoist (34), so that the mould hanging mechanism (5) and the operation hanging frame mechanism (6) are driven to lift.
8. The mobile retaining wall construction equipment according to claim 7, wherein the canopy (1) comprises: the waterproof cloth (11), the steel truss (12), the steel upright post (13) and the column foot (14);
Wherein the column base (14) is connected with the hydraulic travelling mechanism (4); the first end of the steel upright post (13) is connected to the column foot (14), the steel truss (12) is connected with the second end of the steel upright post (13), and the waterproof cloth (11) is paved on the top of the steel truss (12);
the die hanging mechanism (5) comprises a plurality of die plate hanging points (51), an aluminum alloy combined die plate (52) and an aluminum alloy die plate connecting hole (53); wherein a plurality of template hanging points (51) are arranged at intervals on the top of the aluminum alloy combined template (52); the aluminum alloy combined template (52) is formed by combining single aluminum alloy templates, and the single aluminum alloy templates are connected and combined through the aluminum alloy template connecting holes (53);
The operation hanger mechanism (6) includes: a plurality of groups of operation frame hanging frames (61), a plurality of groups of operation frame platform boards (62), a plurality of groups of operation frame guardrails (63), a plurality of groups of operation frame skirting boards (64), a plurality of groups of hanging frame hanging hooks (65) and stairs;
The operation frame hanging frames (61) are arranged at intervals along the length direction of the wall body, the hanging frame hanging hooks (65) are arranged in one-to-one correspondence with the operation frame hanging frames (61), each operation frame hanging frame (61) is connected with the hanging chains (35) through the hanging frame hanging hooks (65), the operation frame platform plates (62) are paved at intervals along the height direction of the wall body, and each operation frame platform plate (62) is horizontally paved on the operation frame hanging frames (61); the operation frame skirting board comprises a plurality of groups of operation frame platform boards (62), a plurality of groups of operation frame guardrails (63) and a plurality of groups of operation frame skirting boards (64), wherein the operation frame guardrails (63) and the operation frame skirting boards (64) are arranged in a one-to-one correspondence mode, and the operation frame guardrails (63) and the operation frame skirting boards (64) are arranged on the operation frame platform boards (62) through bolts.
9. The mobile retaining wall construction apparatus of claim 5, wherein the control mechanism comprises: the hydraulic control module and the electric hoist control module; the hydraulic control module comprises a hydraulic control cabinet (45), and the hydraulic traveling oil cylinder (43) and the hydraulic lifting oil cylinder (413) are electrically connected with the hydraulic control cabinet (45) and used for realizing independent and synchronous hydraulic lifting shrinkage control of the hydraulic traveling oil cylinder (43) and the hydraulic lifting oil cylinder (413); the electric hoist control module is used for realizing vertical lifting of the die hanging mechanism (5) and the operation hanging frame mechanism (6).
10. A method of using the mobile wall construction kit of any one of claims 1 to 9, the method comprising the steps of:
s1, machining each component of the movable retaining wall construction equipment according to a machining drawing;
S2, embedding an embedded part (7): when the retaining wall slide-resistant piles (9) are used for constructing the crown beams (8), a plurality of groups of embedded parts (7) are pre-buried and installed at certain intervals before the crown beams (8) are concreted according to construction drawings;
S3, mounting a walking center frame structure (42): according to an installation drawing, assembling a center frame structure (42), hoisting the organized center frame structure (42) to an embedded part (7) on a crown beam (8) of a retaining wall anti-slide pile (9) to be constructed by adopting a crane, and connecting and fixing the center frame structure (42) and the embedded part (7) after finish assembly and positioning;
S4, mounting a walking sleeve frame structure (41) and a hydraulic walking oil cylinder (43): according to an installation drawing, assembling a walking sleeve frame structure (41), lifting the assembled walking sleeve frame structure (41) to a central frame structure (42) by adopting a crane, sleeving the walking sleeve frame structure (41) outside the central frame structure (42), connecting a lower walking rail (414) and an upper walking rail (415) of the walking sleeve frame structure (41) with a lower limiting guide wheel (423) and an upper limiting guide wheel (424) of the walking central frame structure (42), connecting one end of a hydraulic walking oil cylinder (43) with a right connecting lug (425) of the walking oil cylinder of the walking central frame structure (42), and connecting the other end of the hydraulic walking oil cylinder with a left connecting lug (416) of the walking oil cylinder of the walking sleeve frame structure (41); the walking sleeve frame structure (41) and the center frame structure (42) are connected together through the structures of the hydraulic walking oil cylinder (43), the lower walking rail (414), the upper walking rail (415), the lower limiting guide wheel (423) and the upper limiting guide wheel (424);
S5, mounting a sliding beam telescopic structure (3): assembling a sliding beam telescopic structure (3) according to an installation drawing; lifting the assembled sliding beam telescopic structures (3) to a top platform of the walking sleeve frame structure (41), and installing a plurality of groups of sliding beam telescopic structures (3) on the top platform of the walking sleeve frame structure (41) according to a certain interval according to an installation drawing;
S6, installing the canopy (1) and the guardrail (2), and installing the machined canopy (1) and guardrail (2) on a top platform of the walking sleeve frame structure (41) according to an installation drawing in a connection mode;
s7, mounting a hydraulic control mechanism: according to the construction diagram of the hydraulic control mechanism, a hydraulic pump station (44), a hydraulic control cabinet (45) and a hydraulic control electric circuit are installed;
s8, installing a die hanging mechanism (5) and an operation hanging bracket mechanism (6): after the die hanging mechanism (5) and the operation hanging bracket mechanism (6) are processed, the die hanging mechanism (5) and the operation hanging bracket mechanism (6) are lifted to the position of a retaining wall finger (10) to be constructed according to a module according to a construction drawing, are hung with a hanging chain (35) of an electric hoist (34), and are lifted to a construction appointed position through the electric hoist (34);
S9, constructing a first-mould retaining wall pile-to-pile plate in the vertical direction: an electric hoist (34) is used for controlling an operation hanging bracket mechanism (6) to lift to a first die to-be-constructed area of a retaining wall pile-to-pile plate, and bar planting and bar binding work is carried out; after the completion, the electric hoist (34) is used for controlling the lifting die mechanism (5) to lift to a region where the binding of the reinforcing steel bars is completed, the template is reinforced, and concrete between the mixed retaining wall piles is poured;
s10, construction of a second-mode retaining wall pile-to-pile plate in the vertical direction: after the concrete pouring of the vertical first-mould retaining wall inter-pile plate is completed, an electric hoist (34) is used for controlling an operation hanging frame mechanism (6) to rise a mould height, bar planting and steel bar binding work is carried out, after the concrete pouring maintenance of the vertical first-mould retaining wall inter-pile plate is completed, demoulding is carried out, an electric hoist (34) is used for controlling a hanging mould mechanism (5) to rise a mould height, a template is reinforced, and concrete between mixed retaining wall piles is poured; the construction of the vertical retaining wall inter-pile plates is cycled until the construction is finished;
S11, constructing a horizontal first-mould retaining wall pile-to-pile plate: after construction of the vertical retaining wall pile inter-plate is finished; the movable retaining wall construction equipment controls a hydraulic pump station (44) through a control mechanism hydraulic control cabinet (45), controls a hydraulic traveling mechanism (4) to hydraulically slide forwards in a segmented manner, drives a lifting die mechanism (5) and an operation hanging bracket mechanism (6) to slide forwards, and constructs a retaining wall pile-to-be-constructed plate;
the specific implementation steps of the sectional forward sliding are as follows:
S111, removing hydraulic lifting legs (412) of the walking sleeve frame structure (41) and a plurality of embedded parts (7) in a bolt connection mode, and controlling a hydraulic lifting cylinder (413) to lift the hydraulic lifting legs (412) by a control mechanism hydraulic control cabinet (45);
s112, taking the walking center frame structure (42) as a fixed point, controlling the hydraulic walking oil cylinder (43) to shrink by one stroke, and driving the walking center frame structure (41) to move forwards by one stroke;
S113, controlling the hydraulic lifting oil cylinder (413) to descend the hydraulic lifting legs (412), and using bolts to fixedly connect the hydraulic lifting legs (412) with the embedded pieces (7) through bolts;
S114, lifting legs (421) of the walk-canceling center frame structure (42) are connected with a plurality of embedded parts (7) through bolts, the lifting legs (421) are lifted, and the lifting legs are inserted into lifting leg limiting holes (426) to limit the walking-canceling center frame structure;
S115, taking the walking sleeve frame structure (41) as a fixed point; the hydraulic traveling cylinder (43) is controlled to lift one stroke, and the traveling center frame structure (42) is driven to move forwards one stroke;
s116, lifting legs (421) of the descending walking center frame structure (42) are connected with a plurality of embedded parts (7) through bolts, and the walking center frame structure (42) is fixed; completing a movement cycle;
s12, repeating construction of the inter-pile plates of the movable retaining wall construction equipment in the vertical direction and the horizontal direction until the construction is finished;
S13, dismantling the movable retaining wall construction equipment according to a construction drawing;
S14, finishing construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202410278190.7A CN118007650A (en) | 2024-03-12 | 2024-03-12 | Movable retaining wall construction equipment and application method thereof |
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| CN202410278190.7A CN118007650A (en) | 2024-03-12 | 2024-03-12 | Movable retaining wall construction equipment and application method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119308342A (en) * | 2024-11-18 | 2025-01-14 | 中交第一航务工程局有限公司 | Movable retaining wall formwork and retaining wall construction technology |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119308342A (en) * | 2024-11-18 | 2025-01-14 | 中交第一航务工程局有限公司 | Movable retaining wall formwork and retaining wall construction technology |
| CN119308342B (en) * | 2024-11-18 | 2025-10-28 | 中交第一航务工程局有限公司 | Movable retaining wall template and retaining wall construction process |
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