Construction equipment for pile splicing type supporting sheet-pile wall construction and using method thereof

Abstract

The invention relates to the technical field of building construction, and discloses construction equipment for pile splicing type supporting sheet-pile wall construction and a using method thereof. The construction equipment for pile splicing type supporting sheet-pile wall construction comprises two rows of symmetrically-arranged construction assemblies. The construction assembly comprises a hydraulic lifting system lower operation platform which is installed on a bottom supporting frame of the hydraulic lifting system. The upper operating platform is mounted at the top of the lower operating platform; a template and a demolding structure are arranged at the bottom of the upper operating platform; the stair channel is arranged on the outermost sides of the lower operation platform and the upper operation platform and used for connecting the lower operation platform and the upper operation platform. A plurality of sets of electric hoist material vertical conveying systems are arranged between the tops of the adjacent upper operation platforms in the same row. The equipment improves the construction efficiency and quality of the sheet-pile wall, and reduces the construction cost and the safety risk.

Description

Technical Field

[0001] The present invention relates to the technical field of building construction, and in particular to a construction equipment for pile-joined type supporting pile-sheet wall construction and a use method thereof. Background Art

[0002] The pile-jointed type support pile-sheet wall is a structural system used in foundation pit support, slope protection and other projects. It is mainly composed of support piles and retaining plates. The support piles are the main load-bearing components, usually reinforced concrete piles, which are connected to form a continuous wall through pile joints to withstand lateral soil pressure, water pressure and other loads. The retaining plates are installed between the support piles to block the soil and prevent soil collapse.

[0003] At present, there is no supporting construction machinery and equipment when building pile-board walls with pile connection type support. The traditional construction method has problems such as poor safety, poor on-site civilization image, and many quality defects of retaining walls. In addition, the construction efficiency and quality of pile-board walls are low. Summary of the invention

[0004] The technical problems solved by the present invention are: the traditional construction method has poor safety, poor on-site civilization image, many retaining wall quality defects, and low pile-board wall construction efficiency and quality.

[0005] The purpose of the present invention can be achieved by the following technical solutions:

[0006] A construction equipment for pile-type support pile-sheet wall construction, characterized in that it includes two rows of symmetrically arranged construction components; the construction components include a hydraulic lifting system

[0007] The lower operating platform is installed on the bottom support frame of the hydraulic lifting system;

[0008] The upper operating platform is installed on the top of the lower operating platform; the bottom of the upper operating platform is provided with a template and a demolding structure;

[0009] The staircase passage is arranged at the outermost sides of the lower operating platform and the upper operating platform, and is used to connect the lower operating platform and the upper operating platform;

[0010] Among them, multiple sets of electric hoist material vertical transportation systems are arranged between the tops of adjacent upper operating platforms in the same row.

[0011] In one scheme of the present invention: the lower operating platform is a multi-layer construction platform composed of a lower platform supporting truss, a telescopic transverse connecting structure, an embossed steel plate, and a safety guardrail; the telescopic transverse connecting structure is installed on the lower platform supporting truss, the embossed steel plate is installed on multiple groups of telescopic transverse connecting structures, and multiple groups of safety guardrails are installed on the embossed steel plate on the airside of the lower platform.

[0012] In one scheme of the present invention: the upper operating platform is a multi-layer construction platform composed of an upper platform support truss, C-shaped steel, square steel, and embossed steel plate; multiple groups of upper platform support trusses are installed on the corresponding lower platform support trusses, multiple groups of C-shaped steel and square steel are installed in layers and laterally on the upper platform support trusses, and embossed steel plates are installed on the C-shaped steel and square steel.

[0013] In one embodiment of the present invention, the formwork and demoulding structure include an arc-shaped pile formwork, an inter-pile wall formwork, and a hydraulic demoulding structure; the arc-shaped pile formwork and the inter-pile wall formwork are connected by formwork connectors, and the arc-shaped pile formwork and the inter-pile wall formwork are connected to a hydraulic demoulding mechanism, and the hydraulic demoulding mechanism is installed at the bottom of the upper operating platform.

[0014] In one solution of the present invention, a video monitoring system is also included. The video monitoring system is installed on the construction component.

[0015] In one scheme of the present invention: the hydraulic demolding structure includes an adjustable triangular support frame, an I-beam slide rail, a hydraulic demolding cylinder and a support, the adjustable triangular support frame is fixedly mounted on the I-beam slide rail, the I-beam slide rail is mounted on the support, one end of the hydraulic demolding cylinder is rotatably mounted on the support, and the other end is rotatably mounted on the I-beam slide rail, and a guide wheel structure is arranged between the I-beam slide rail and the support.

[0016] In one scheme of the present invention: the electric hoist material vertical transportation system includes a slide rail, a hanging structure, an electric hoist, a lifting chain, and a transport basket; the slide rail is installed on the top of the upper platform support frame, the hanging structure is connected to the electric hoist, installed and hung on the slide rail, and the transport basket is connected to the electric hoist through a lifting chain.

[0017] In one solution of the present invention, the telescopic transverse connection structure includes two groups of connection frames, a first telescopic rod, two groups of extension rods and a second telescopic rod.

[0018] The two sets of connecting frames are located on a straight line parallel to the length direction of the retaining wall, and a groove is provided at one end of the connecting frames;

[0019] The telescopic rod is located between the two sets of connecting frames, and both ends are slidably arranged in the grooves of the connecting frames;

[0020] The two groups of extension rods are located on a straight line parallel to the length direction of the retaining wall, and are respectively connected to the two groups of connecting frames through telescopic components;

[0021] The second telescopic rod is located between the two groups of extension rods, and a telescopic structure is provided between the second telescopic rod and the extension rods;

[0022] Wherein, the telescopic direction of the telescopic component is perpendicular to the retaining wall.

[0023] In one solution of the present invention: the telescopic assembly includes a sleeve rod and two sleeves respectively mounted on two sets of connecting frames; the two ends of the sleeve rod are respectively sleeved in the two sleeves, and the distance between them is adjustable.

[0024] The present invention also discloses a method for using equipment for construction of pile-joined type supporting pile-sheet walls, comprising the following steps:

[0025] S1. According to the construction drawings, lay out the lines and position them, pour concrete for the starting section of the pile-board wall supporting the pile type, and simultaneously embed the embedded parts of the equipment bracket.

[0026] S2. According to the installation drawings, in order, the first step is to install the hydraulic lifting system. The second step is to install the lower platform support truss, and simultaneously install the platform decking and safety fence. The third step is to install the upper platform support truss, including the upper platform support truss vertical support truss, telescopic horizontal connection structure, decking, safety railings, and staircase passages. The fourth step is to install the hydraulic control system electrical system. The fifth step is to install the equipment video monitoring system. The sixth step is to install the template and hydraulic demolding structure. The seventh step is to install the equipment material transportation electric hoist system. The eighth step is to test and debug the equipment.

[0027] S3. Construction of the first vertical mold: The construction steps are: steel bar binding, hydraulic mold closing of the mold, position calibration, installation of tension screws to reinforce the mold, and simultaneous embedding of hanging bracket embedded parts, concrete pouring, and concrete curing.

[0028] S4. Binding of the second vertical mold reinforcement. During the curing of the first vertical mold concrete pouring, workers use the upper platform to support the truss and bind the second vertical mold reinforcement.

[0029] S5. After the concrete curing is completed, the template reinforcement tension screws are removed, and the hydraulic control system is started to control multiple hydraulic demoulding structure cylinders to drive the hydraulic demoulding structure to move the template away from the pile-sheet wall for hydraulic demoulding.

[0030] S6. Install the equipment bracket. After the template is demoulded, install the equipment bracket at the embedded parts of the equipment bracket.

[0031] S7. The equipment climbs upward and clears obstacles on the climbing path of the equipment. The hydraulic control system is started to control the contraction of multiple hydraulic lifting cylinders, and the travel track is lifted up one degree. The guide rail is hung on the bracket. The hydraulic control system is started to control the lifting of multiple hydraulic lifting cylinders, and the travel equipment is lifted up one degree. The hydraulic lifting system is hung on the bracket.

[0032] S8. Repeat steps S3-S7 to carry out cyclic construction until the construction is completed.

[0033] S9. According to the construction drawings and in the order of installation first and then dismantling, use a tower crane or crane to dismantle the equipment.

[0034] S10. Construction is completed.

[0035] Beneficial effects of the present invention:

[0036] (1) The equipment of the present invention replaces the traditional wooden formwork plus steel pipe operating frame to build the pile-type supporting pile-board wall, thereby solving the problems of poor safety of the operating frame, poor on-site image, high labor input, low work efficiency, and low degree of industrialization of construction technology in the traditional construction method.

[0037] (2) The construction operation platform of the equipment of the present invention adopts an adjustable telescopic design, which can adjust the length according to different pile spacings, and adjust the distance between the operation frame and the wall according to different pile diameters, so as to meet the construction needs of supporting pile-board walls with different pile spacings and different pile diameters, and has good adaptability.

[0038] (3) When the equipment of the present invention is used in the construction of pile-joined type supporting pile-sheet walls, the equipment can be mechanically and automatically lifted in the vertical direction through a hydraulic jacking device, and vertical circulation and flow construction can be carried out. The level of industrialized construction is high, the construction efficiency of supporting pile-sheet walls is improved, the labor input is reduced, and the construction period is saved.

[0039] Additional aspects and advantages of the present invention will be given in part in the following description and in part will be obvious from the following description, or will be learned through practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0040] The above and / or additional aspects and advantages of the present invention will become apparent and easily understood from the description of the embodiments in conjunction with the following drawings, in which:

[0041] Figure 1 It is a structural schematic diagram of the construction equipment of the present invention;

[0042] Figure 2 It is a structural schematic diagram of the lower platform support truss of the present invention;

[0043] Figure 3 It is a structural schematic diagram of the upper platform support truss of the present invention;

[0044] Figure 4 It is a structural schematic diagram of the installation template in the construction equipment of the present invention;

[0045] Figure 5 It is a schematic diagram of the state of the construction equipment of the present invention when pouring concrete;

[0046] Figure 6 It is a structural schematic diagram of the telescopic transverse connection structure in the present invention.

[0047] In the figure: 1. Hydraulic lifting system; 2. Lower platform support truss; 3. Upper platform support truss; 4. Telescopic horizontal connection structure; 401. Connecting frame; 402. Telescopic rod 1; 403. Extension rod; 404. Telescopic assembly; 405. Telescopic rod 2; 5. Electric hoist material vertical transportation system; 6. Hydraulic demoulding structure. DETAILED DESCRIPTION

[0048] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0049] In the description of the present invention, it should be understood that descriptions involving orientations, such as up, down, front, back, left, right, etc., and orientations or positional relationships indicated are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0050] In the description of the present invention, "several" means one or more, "more" means more than two, "greater than", "less than", "exceed" etc. are understood as not including the number itself, and "above", "below", "within" etc. are understood as including the number itself. If there is a description of "first" or "second", it is only used for the purpose of distinguishing the technical features, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of the indicated technical features or implicitly indicating the order of the indicated technical features.

[0051] See also Figure 1-6 The present invention is a construction equipment for pile-type supporting pile-sheet wall construction, characterized in that it includes two rows of symmetrically arranged construction components; the construction components include a hydraulic lifting system 1

[0052] The lower operating platform is installed on the bottom support frame of the hydraulic lifting system 1;

[0053] The upper operating platform is installed on the top of the lower operating platform; the bottom of the upper operating platform is provided with a template and a demolding structure;

[0054] The staircase passage is arranged at the outermost sides of the lower operating platform and the upper operating platform, and is used to connect the lower operating platform and the upper operating platform;

[0055] Among them, multiple sets of electric hoist material vertical transportation systems 5 are arranged between the tops of adjacent upper operating platforms in the same row.

[0056] Please combine Figure 1-2The lower operating platform is a multi-layer construction platform composed of a lower platform supporting truss 2, a telescopic transverse connecting structure 4, an embossed steel plate, and a safety guardrail; the telescopic transverse connecting structure 4 is installed on the lower platform supporting truss 2, the embossed steel plate is installed on multiple sets of telescopic transverse connecting structures 4, and multiple sets of safety guardrails are installed on the embossed steel plate on the air side of the lower platform.

[0057] Please combine Figure 1-3 The upper operating platform is a multi-layer construction platform composed of an upper platform support truss 3, C-shaped steel, square steel, and embossed steel plate; multiple groups of upper platform support trusses 3 are installed on the corresponding lower platform support trusses 2, multiple groups of C-shaped steels and square steels are layered and horizontally installed on the upper platform support trusses 3, and embossed steel plates are installed on the C-shaped steels and square steels.

[0058] Please combine Figure 1-4 The formwork and demoulding structure include an arc pile formwork, a pile wall formwork, and a hydraulic demoulding structure 6; the arc pile formwork and the pile wall formwork are connected by formwork connectors, and the arc pile formwork and the pile wall formwork are connected to the hydraulic demoulding mechanism, and the hydraulic demoulding mechanism is installed at the bottom of the upper operating platform.

[0059] Among them, the hydraulic demolding structure 6 includes an adjustable triangular support frame, an I-beam slide rail, a hydraulic demolding cylinder and a support. The adjustable triangular support frame is installed and fixed on the I-beam slide rail, the I-beam slide rail is installed on the support, one end of the hydraulic demolding cylinder is rotatably installed on the support, and the other end is rotatably installed on the I-beam slide rail. A guide wheel structure is arranged between the I-beam slide rail and the support.

[0060] It should be noted that

[0061] 1) Please combine Figure 1-6 The lower platform support truss 2 and the upper platform support truss 3 in the present invention are components that have been processed in advance according to the production drawings.

[0062] 2) The installation templates between the two symmetrical lower operating platforms cooperate with each other to form a mold cavity. During construction, the bundled steel bars are placed between the mold cavities, and then concrete can be poured, and then maintained. Considering the stability of the installation template, in some embodiments, a tension screw can be set between the two installation templates to reinforce the installation template.

[0063] Further, please combine Figure 6In one embodiment, the telescopic transverse connection structure 4 includes two groups of connection frames 401, telescopic rods 1 402, two groups of extension rods 403 and telescopic rods 2 405. The two groups of connection frames 401 are located on a straight line parallel to the length direction of the retaining wall, and a groove is provided at one end of the connection frames 401; the telescopic rod 1 402 is located between the two groups of connection frames 401, and both ends are slidably arranged in the grooves of the connection frames 401; the two groups of extension rods 403 are located on a straight line parallel to the length direction of the retaining wall, and are respectively connected to the two groups of connection frames 401 through telescopic components 404; the telescopic rod 2 405 is located between the two groups of extension rods 403, and a telescopic structure is arranged between the extension rods 403; wherein the telescopic direction of the telescopic component 404 is perpendicular to the retaining wall.

[0064] It should be noted that the two sets of connecting frames 401 can achieve distance adjustment between adjacent construction components through telescopic cooperation with the telescopic rod 402; the extension rod 403 and the connecting frame 401 are linked by a telescopic structure, so the distance adjustment between the extension rod 403 and the connecting frame 401 can be achieved. When the installation template and the hydraulic demolding structure are installed on the extension rod 403 at the top of the lower platform support truss 2, the distance adjustment between the two installation templates is achieved by adjusting the distance between the extension rod 403 and the connecting frame 401, and then the length can be adjusted according to different pile spacings, and the distance between the operating frame and the wall can be adjusted according to different pile diameters, thereby meeting the construction needs of pile-board walls with different pile spacings and different pile diameters, and improving the overall adaptability.

[0065] Of course, the specific type of the telescopic structure is not limited. For example, in some embodiments, a groove can be preset on the fixing frame, and pin holes can be arranged at intervals on the side wall of the groove and the telescopic rod 402, and the distance adjustment can be achieved by passing the positioning pin through the groove and the pin holes on the telescopic rod 402. In other embodiments, a roller can be arranged in the groove to improve flexibility.

[0066] Similarly, the specific type of the telescopic assembly 404 is not limited. For example, in some embodiments, it can be an electric push rod or a telescopic cylinder. In other embodiments, the telescopic assembly 404 can include a sleeve rod and two sleeves respectively installed on two sets of connecting frames 401. The two ends of the sleeve rod are respectively sleeved in the two sleeves, and the distance is adjustable. The specific implementation method of the telescopic structure can be described above, which will not be repeated.

[0067] 3) Considering the convenience and safety of construction, the construction platform should be provided with decking and safety railings. At the same time, staircase passages can be provided on the two outermost upper platform support trusses 3 in the same row.

[0068] 4) In order to ensure the safety and supervision of the construction site, in some embodiments, a video monitoring system can also be set up. The video monitoring system is installed on the construction component.

[0069] 5) Please combine Figure 5 The electric hoist material vertical transportation system 5 includes a slide rail, a hanging structure, an electric hoist, a lifting chain, and a transport basket; the slide rail is installed on the top of the upper platform support frame, the hanging structure is connected to the electric hoist, installed and hung on the slide rail, and the transport basket is connected to the electric hoist through a lifting chain.

[0070] During the specific construction of the equipment for construction of pile-jointed type supporting pile-sheet wall of the present invention, firstly, the components of the equipment for construction of pile-jointed type supporting pile-sheet wall are processed according to the processing drawings; then, according to the construction drawings, the lines are laid out and the positions are positioned, and the concrete pouring of the starting section of the pile-jointed type supporting pile-sheet wall is carried out by the traditional method, and the embedded parts of the equipment bracket are embedded simultaneously; the equipment is installed; according to the installation drawings, in a sequential order, the first step is to install the hydraulic lifting system 1; the second step is to install the lower platform support truss 2, and simultaneously install the platform decking and safety fences; the third step is to install the upper platform support truss 3, including the upper platform support truss 3 vertical support truss, the telescopic horizontal connection structure 4, the decking, the safety railings, the staircase passage and other components; the fourth step is to install the hydraulic control system electrical system; the fifth step is to install the equipment video monitoring system; the sixth step is to install the template and the hydraulic demolding structure; the seventh step is to install the equipment material transportation electric hoist system; the eighth step is to debug the equipment.

[0071] The construction equipment of the present invention has the following beneficial effects:

[0072] 1. The equipment of the present invention replaces the traditional wooden formwork and steel pipe operating frame to build the pile-type supporting pile-board wall, solving the problems of poor safety of the operating frame, poor on-site image, high labor input, low work efficiency, and low industrialization level of construction technology in the traditional construction method.

[0073] 2. The construction operation platform of the equipment of the present invention adopts an adjustable telescopic design, which can adjust the length according to different pile spacings, and adjust the distance between the operating frame and the wall according to different pile diameters, so as to meet the construction needs of supporting pile-board walls with different pile spacings and different pile diameters, and has good adaptability.

[0074] 3. When the equipment of the present invention is used in the construction of pile-joined type supporting pile-sheet walls, the equipment can be mechanically and automatically lifted in the vertical direction through a hydraulic jacking device, and vertical turnover circulation construction is carried out. The level of industrialized construction is high, the construction efficiency of supporting pile-sheet walls is improved, the labor input is reduced, and the construction period is saved.

[0075] 4. The equipment of the present invention is integrated in the construction of retaining walls, and the integral structure is more stable and safer than the traditional scaffolding;

[0076] 5. The template of the equipment of the present invention adopts an assembled large template, and is designed to adopt a hydraulic structure for hydraulic demoulding and mold closing, which has a fast construction speed and good construction quality, reduces manual operation and reduces damage to the template caused by manual film removal.

[0077] 6. The top of the equipment of the present invention is designed with an electric hoist slide rail, which integrates an electric hoist material vertical transportation system 55, thereby reducing manual material handling work, being more humane, improving work efficiency, and saving construction time.

[0078] 7. The present invention is easy to manage, and the construction site is tidy, clean and safer.

[0079] 8. The present invention reduces the usage and loss of steel pipe scaffolding, meeting the requirements of energy conservation, emission reduction and low carbon.

[0080] In one embodiment of the present invention, a method for using equipment for construction of a pile-type supporting pile-sheet wall is also disclosed, comprising the following steps:

[0081] S1. According to the construction drawings, lay out the lines and position them, pour concrete for the starting section of the pile-board wall supporting the pile type, and simultaneously embed the embedded parts of the equipment bracket.

[0082] S2. According to the installation drawings, in order, the first step is to install the hydraulic lifting system 1. The second step is to install the lower platform support truss 2, and simultaneously install the platform decking and safety fence. The third step is to install the upper platform support truss 3, including the upper platform support truss 3 vertical support truss, telescopic horizontal connection structure 4, decking, safety railings, and staircase passages. The fourth step is to install the hydraulic control system electrical system. The fifth step is to install the equipment video monitoring system. The sixth step is to install the template and hydraulic demolding structure. The seventh step is to install the equipment material transportation electric hoist system. The eighth step is to test and debug the equipment.

[0083] S3. Construction of the first vertical mold: The construction steps are: steel bar binding, hydraulic mold closing of the mold, position calibration, installation of tension screws to reinforce the mold, and simultaneous embedding of hanging bracket embedded parts, concrete pouring, and concrete curing.

[0084] S4, tying the second vertical mold reinforcement. During the curing of the first vertical mold concrete pouring, workers use the upper platform support truss 3 to tie the second vertical mold reinforcement.

[0085] S5. After the concrete curing is completed, the template reinforcement tension screws are removed, and the hydraulic control system is started to control multiple hydraulic demoulding structure 6 cylinders to drive the hydraulic demoulding structure 6 to drive the template to move away from the pile board wall for hydraulic demoulding.

[0086] S6. Install the equipment bracket. After the template is demoulded, install the equipment bracket at the embedded parts of the equipment bracket.

[0087] S7, the equipment climbs upward, clears obstacles on the equipment climbing path, starts the hydraulic control system to control the contraction of multiple hydraulic lifting cylinders, lifts the travel track upward one mold, hangs the guide rail on the bracket, starts the hydraulic control system to control the lifting of multiple hydraulic lifting cylinders, lifts the travel equipment one mold, and hangs the hydraulic lifting system 1 on the bracket.

[0088] S8. Repeat steps S3-S7 to carry out cyclic construction until the construction is completed.

[0089] S9. According to the construction drawings and in the order of installation first and then dismantling, use a tower crane or crane to dismantle the equipment.

[0090] S10. Construction is completed.

[0091] The above is a detailed description of an embodiment of the present invention, but the content is only a preferred embodiment of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made according to the scope of application of the present invention should still fall within the scope of the claims of the present invention.

Claims

1. A construction equipment for pile-type support pile-sheet wall construction, characterized in that: The invention comprises two rows of symmetrically arranged construction components; the construction components include: A hydraulic lifting system (1) is arranged on the hanging seat; A lower operating platform, which is mounted on the bottom support frame of the hydraulic lifting system (1); An upper operating platform is installed on the top of the lower operating platform; a template and a demolding structure are provided at the bottom of the upper operating platform; A staircase passage, which is arranged at the outermost sides of the lower operating platform and the upper operating platform and is used to connect the lower operating platform and the upper operating platform; Among them, multiple groups of electric hoist material vertical transportation systems (5) are arranged between the tops of adjacent upper operating platforms in the same row.

2. The equipment for construction of pile-type supporting pile-sheet walls according to claim 1 is characterized in that: The lower operating platform is a multi-layer construction platform consisting of a lower platform supporting truss (2), a telescopic transverse connecting structure (4), an embossed steel plate, and a safety guardrail; the telescopic transverse connecting structure (4) is mounted on the lower platform supporting truss (2), the embossed steel plate is mounted on multiple sets of telescopic transverse connecting structures (4), and multiple sets of safety guardrails are mounted on the embossed steel plate on the airside of the lower platform.

3. The equipment for construction of pile-type supporting pile-sheet walls according to claim 1 is characterized in that: The upper operating platform is a multi-layer construction platform composed of an upper platform support truss (3), C-shaped steel, square steel, and embossed steel plates; multiple groups of upper platform support trusses (3) are installed on corresponding lower platform support trusses (2), multiple groups of C-shaped steel and square steel are installed in layers and laterally on the upper platform support trusses (3), and embossed steel plates are installed on the C-shaped steel and square steel.

4. The equipment for construction of pile-type supporting pile-sheet walls according to claim 1 is characterized in that: The template and demoulding structure include an arc-shaped pile template, an inter-pile wall template, and a hydraulic demoulding structure (6); the arc-shaped pile template and the inter-pile wall template are connected via template connectors, the arc-shaped pile template and the inter-pile wall template are connected to a hydraulic demoulding mechanism, and the hydraulic demoulding mechanism is installed at the bottom of the upper operating platform.

5. The equipment for construction of pile-type supporting pile-sheet walls according to claim 4 is characterized in that: The hydraulic demoulding structure (6) comprises an adjustable triangular support frame, an I-beam slide rail, a hydraulic demoulding oil cylinder and a support, wherein the adjustable triangular support frame is fixedly mounted on the I-beam slide rail, the I-beam slide rail is mounted on the support, one end of the hydraulic demoulding oil cylinder is rotatably mounted on the support, and the other end is rotatably mounted on the I-beam slide rail, and a guide wheel structure is arranged between the I-beam slide rail and the support.

6. The equipment for construction of pile-type supporting pile-sheet walls according to claim 1, characterized in that: It also includes a video monitoring system; the video monitoring system is installed on the construction component.

7. The equipment for construction of pile-type supporting pile-sheet walls according to claim 1, characterized in that: The electric hoist material vertical transport system (5) comprises a slide rail, a hanging structure, an electric hoist, a hanging chain, and a transport hanging basket; the slide rail is installed on the top of the upper platform support frame, the hanging structure is connected to the electric hoist and is installed and hung on the slide rail, and the transport hanging basket is connected to the electric hoist via a hanging chain.

8. The equipment for construction of pile-type supporting pile-sheet walls according to claim 2 is characterized in that: The telescopic transverse connection structure (4) comprises: Two groups of connecting frames (401) are located on a straight line parallel to the length direction of the retaining wall, and a groove is formed at one end of the connecting frames (401); A telescopic rod (402) is located between the two sets of connecting frames (401), and both ends are slidably disposed in the grooves of the connecting frames (401); Two groups of extension rods (403) are located on a straight line parallel to the length direction of the retaining wall and are respectively connected to the two groups of connection frames (401) through telescopic components (404); and A second telescopic rod (405), which is located between the two groups of extension rods (403) and has a telescopic structure disposed between the second telescopic rod and the extension rods (403); The telescopic direction of the telescopic component (404) is perpendicular to the retaining wall.

9. The equipment for construction of pile-type supporting pile-sheet walls according to claim 8, characterized in that: The telescopic assembly (404) comprises a sleeve rod and two sleeves respectively mounted on two sets of connecting frames (401); the two ends of the sleeve rod are respectively sleeved in the two sleeves, and the distance between them is adjustable.

10. A method for using equipment for construction of pile-joined type supporting pile-sheet walls, which is applied to the equipment for construction of pile-joined type supporting pile-sheet walls as claimed in any one of claims 1 to 9, characterized in that: The following steps are involved: S1. According to the construction drawings, lay out the lines and position them, pour concrete for the initial section of the pile-board wall supporting the pile type, and simultaneously embed the embedded parts of the equipment bracket; S2. According to the installation drawings, in order, the first step is to install the hydraulic lifting system (1); the second step is to install the lower operating platform, and simultaneously install the platform decking and safety fence; The third step is to install the upper platform support truss (3), including the upper operating platform vertical support truss, telescopic transverse connection structure (4), decking, safety railings, and staircase passages; the fourth step is to install the hydraulic control system and electrical system; the fifth step is to install the equipment video monitoring system; the sixth step is to install the template and hydraulic demolding structure; the seventh step is to install the equipment material transportation electric hoist system; the eighth step is to test and debug the equipment; S3, vertical first mold construction: the construction steps are: steel bar binding, hydraulic mold closing of the mold, position calibration, installation of tension screws to reinforce the mold, simultaneous embedding of the hanging bracket embedded parts, concrete pouring, and concrete curing; S4, tying the steel bars of the second vertical mold. During the curing of the first vertical mold pouring concrete, workers use the upper operating platform to tie the steel bars of the second vertical mold. S5. After the concrete curing is completed, the template reinforcement tension screws are removed, and the hydraulic control system is started to control the multiple hydraulic demoulding structure (6) cylinders to drive the hydraulic demoulding structure (6) to drive the template to move away from the pile-sheet wall to perform hydraulic demoulding; S6. Install the equipment mount. After the template is demoulded, install the equipment mount at the embedded parts of the equipment mount. S7, the equipment climbs upward, clears obstacles on the equipment climbing path, starts the hydraulic control system to control the multiple hydraulic lifting cylinders to retract, lifts the travel track upward by one mold, hangs the guide rail on the bracket, starts the hydraulic control system to control the multiple hydraulic lifting cylinders to lift, lifts the travel equipment by one mold, and hangs the hydraulic lifting system (1) on the bracket; S8, repeating steps S3-S7 to carry out cyclic construction until the construction is completed; S9. According to the construction drawings, use a tower crane or crane to dismantle the equipment in the order of installation first and then dismantling; S10. Construction is completed.

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