CN116695721A

CN116695721A - Modularized multi-device foundation pit excavation supporting method and equipment system thereof

Info

Publication number: CN116695721A
Application number: CN202210751877.9A
Authority: CN
Inventors: 杨军; 边文辉; 徐东明; 方毅; 郝清硕; 刘新堂; 李永彪; 陈家财
Original assignee: Beijing Digital Rock Technology Co ltd; Beijing Guoanchor Engineering Technology Research Institute Co ltd; China Railway Development Investment Co ltd; Shandong Zhengyuan Construction Engineering Co ltd; China University of Mining and Technology Beijing CUMTB
Current assignee: Beijing Digital Rock Technology Co ltd; Beijing Guoanchor Engineering Technology Research Institute Co ltd; China Railway Development Investment Co ltd; Shandong Zhengyuan Construction Engineering Co ltd; China University of Mining and Technology Beijing CUMTB
Priority date: 2022-06-28
Filing date: 2022-06-28
Publication date: 2023-09-05

Abstract

The application relates to the technical field of foundation pit engineering, in particular to a modularized multi-device foundation pit excavation supporting method and an equipment system thereof, wherein first foundation pit excavation supporting equipment and second foundation pit excavation supporting equipment are pushed in parallel to complete rock breaking operation; the duct piece mounting device of the first foundation pit excavation supporting device is used for hoisting the prefabricated duct piece to the side wall of the foundation pit; installing an anchor rod through an anchor rod drilling device of the first foundation pit excavation supporting equipment; and the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to be propelled, and the prefabricated segment and the anchor rod are installed every time a distance is propelled until excavation is completed. The application truly realizes rock breaking excavation, deslagging and supporting integrated construction. The technical problems of low automation and mechanical degree of foundation pit engineering in the prior art are solved.

Description

Modularized multi-device foundation pit excavation supporting method and equipment system thereof

Technical Field

The application relates to the technical field of foundation pit engineering, in particular to a modularized multi-device foundation pit excavation supporting method and an equipment system thereof.

Background

At present, the foundation pit engineering has low automation and mechanization degree, and a large number of old workers participate in construction. Some workers cannot construct according to the construction standard strictly, so that the construction quality is not guaranteed, and foundation pit accidents are often caused. In addition, shotcrete is often adopted in foundation pit support to carry out the closure of support now, but the concrete reaches specific intensity, needs certain time, and this can influence the engineering progress.

With the continuous promotion of industrialization progress, more and more projects, particularly underground projects, need to have more strict requirements on the construction of foundation pits, particularly the application of intellectualization in aspects. Foundation pit construction is also in need of an intelligent and automatic construction process.

Disclosure of Invention

The application aims to solve the technical problems of low automation and mechanical degree of foundation pit engineering in the prior art, and provides a modularized multi-device foundation pit excavation supporting method and a device system thereof.

In order to achieve the above purpose, the application adopts the following technical scheme:

a modularized multi-device foundation pit excavation supporting method comprises the following steps:

the excavator excavates an access area of foundation pit excavation supporting equipment in the foundation pit;

The two ends of the foundation pit are provided with first foundation pit excavation supporting equipment, the middle position of the foundation pit is provided with second foundation pit excavation supporting equipment, and a well-leveled site is leveled by utilizing the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment;

the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment are pushed in parallel to complete rock breaking operation;

hoisting a prefabricated duct piece to the side wall of the foundation pit through a duct piece installation device of the first foundation pit excavation supporting equipment, and installing the prefabricated duct piece;

installing an anchor rod through an anchor rod drilling device of the first foundation pit excavation supporting equipment;

the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to be propelled, and the prefabricated segment and the anchor rod are installed every a distance to complete the excavation of the first layer;

after the first layer is excavated, installing the prefabricated pipe piece in the foundation pit through the prefabricated pipe piece installation device, and installing the anchor rod through the anchor rod drilling device to realize the support of the first layer;

and repeating the excavation supporting method of the first layer, excavating layer by layer, and supporting section by section until the excavation of the whole foundation pit is completed.

Further, a residue-soil vehicle is arranged at one end, far away from the rock breaking device, of the first foundation pit excavation supporting device and the second foundation pit excavation supporting device; the slag soil generated by excavation is conveyed into the slag soil vehicle through a conveying assembly of the first foundation pit excavation supporting equipment and/or a conveying assembly of the second foundation pit excavation supporting equipment.

Further, after the excavator excavates an approach area of construction equipment in the foundation pit, the prefabricated segment and the anchor rod are supported on the initial section of the foundation pit.

Further, the foundation pit excavation supporting equipment is lifted out of the foundation pit by the crane device of the second foundation pit excavation supporting equipment until the whole foundation pit is excavated.

Further, after an anchor rod is installed through an anchor rod drilling device of the first foundation pit excavation supporting device, a transverse strut is additionally installed between two well-supported side slopes by utilizing a lifting device of the second foundation pit excavation supporting device;

and when the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to advance, the prefabricated pipe piece and the anchor rod are installed every time a distance is advanced, and a transverse strut is additionally installed between two supported side slopes by utilizing a lifting device until the first layer of excavation is completed.

Further, the excavator longitudinally layers the foundation pit before excavating an access area of foundation pit excavation supporting equipment in the foundation pit; and constructing the guard piles, and driving a circle of guard piles along the excavation range of the foundation pit.

The invention also discloses a foundation pit excavation supporting equipment system, which adopts the modularized multi-device foundation pit excavation supporting method.

Further, including first foundation ditch excavation supporting equipment, first foundation ditch excavation supporting equipment includes:

the device comprises a device main body, wherein the device main body is provided with a storage space, and prefabricated duct pieces are arranged in the storage space;

the rock breaking device comprises a first driving assembly and a rotating assembly, and the rotating assembly is rotationally connected with the first driving assembly;

the cutting device comprises a second driving component and a cutting component, and the cutting component is rotationally connected with the second driving component;

the conveying device comprises a third driving assembly and a loading winch, the loading winch is rotationally connected with the third driving assembly, soil mass of the loading winch is moved to the conveying assembly through rotation of the loading winch, and the conveying assembly conveys the soil mass to a muck car;

The duct piece installation device comprises a first rotary table and a grabbing component, wherein the first rotary table is connected with the equipment main body in a sliding manner, the grabbing component is connected with the first rotary table in a rotating manner, and the grabbing component takes out the prefabricated duct piece in the storage space and installs the prefabricated duct piece on a side slope; and

the anchor rod drilling device comprises a second rotary table and a drill bit, wherein the second rotary table is connected with the equipment main body in a sliding manner, and the drill bit is connected with the second rotary table in a rotating manner;

wherein the rock breaking device is located on the same side of the apparatus body as the cutting device and the loading winch.

Further, the modular multi-device foundation pit excavation supporting equipment system further comprises second foundation pit excavation supporting equipment, the second foundation pit excavation supporting equipment comprises a lifting device, the lifting device is provided with a lifting grip and a jack, and the jack drives the lifting grip to move so as to control the bending of the lifting grip.

Further, the second foundation pit excavation supporting device further comprises a crane device, wherein the crane device comprises a crane arm, the crane arm is provided with a fixed pulley, and the fixed pulley is connected with a lifting wire;

One end of the crane arm is rotatably connected with a movable part, and one end of the lifting wire, which is far away from the fixed pulley, is penetrated by the movable part and connected with a lifting hook.

The technical scheme of the application has the following advantages:

the method adopts a parallel propulsion method, and the phenomenon of over-digging and under-digging of the foundation pit does not exist in the process of digging. Meanwhile, the equipment supports by utilizing the prefabricated pipe piece and the anchor rod, and dregs generated by excavation are conveyed into a dregs car through the conveying assembly. Really realizes the rock breaking excavation, slag removal and support integrated construction. The foundation pit engineering is automated and high in mechanization degree, the construction efficiency is improved, and the safety of the foundation pit engineering is ensured. The technical problems of low automation and mechanical degree of foundation pit engineering in the prior art are solved.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the application and together with the description, serve to explain the principles of the application.

In order to more clearly illustrate the embodiments of the application or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, and it will be obvious to a person skilled in the art that other drawings can be obtained from these drawings without inventive effort.

FIG. 1 shows a schematic diagram of a foundation pit layering structure in an embodiment of the application;

FIG. 2 shows a schematic structural view of a fender post according to an embodiment of the application;

FIG. 3 shows a schematic top view of a mechanical device arrangement in an embodiment of the application;

FIG. 4 shows a schematic top view of a three-layer mechanical arrangement in an embodiment of the application;

FIG. 5 is a schematic view showing a cross-sectional structure of a construction site in an embodiment of the present application;

FIG. 6 is a schematic view of a rock breaking and earth excavation structure in accordance with an embodiment of the present application;

FIG. 7 shows a schematic view of an earth waste conveying structure in an embodiment of the application;

fig. 8 is a schematic view of a pipe segment installation and anchor rod drilling structure in an embodiment of the present application;

FIG. 9 is a schematic view showing a cross brace mounting structure in an embodiment of the present application;

FIG. 10 is a schematic structural view of a first foundation pit excavation supporting apparatus in accordance with an embodiment of the present application;

FIG. 11 is a schematic top view of a first foundation pit excavation supporting apparatus in accordance with an embodiment of the present application;

FIG. 12 is a schematic view showing the structure of a rock breaking apparatus according to an embodiment of the present application;

FIG. 13 shows a schematic top view of a rock breaking apparatus according to an embodiment of the present application;

fig. 14 is a schematic view showing the structure of a cutting device in the embodiment of the present application;

Fig. 15 is a schematic top view of a cutting device according to an embodiment of the present application;

FIG. 16 is a schematic view showing the structure of a conveying apparatus according to an embodiment of the present application;

FIG. 17 shows a schematic diagram of a loading winch in an embodiment of the present application;

FIG. 18 is a schematic view showing the structure of a blade in an embodiment of the present application;

FIG. 19 is a schematic view showing the structure of a grabbing assembly in an embodiment of the present application;

FIG. 20 shows a schematic top view of a gripper assembly in an embodiment of the present application;

FIG. 21 is a schematic view showing the structure of a grasping structure in the embodiment of the application;

FIG. 22 shows a schematic top view of a gripping structure in an embodiment of the application;

FIG. 23 is a schematic view showing a structure in which a jack is installed in a first chute body in an embodiment of the present application;

FIG. 24 is a schematic view of an embodiment of the present application showing the construction of an anchor drilling apparatus;

FIG. 25 illustrates a schematic top view of an anchor drilling apparatus in accordance with an embodiment of the present application;

fig. 26 is a schematic structural view of a second foundation pit excavation supporting apparatus in an embodiment of the present application;

FIG. 27 is a schematic top view of a second foundation pit excavation supporting apparatus in accordance with an embodiment of the present application;

FIG. 28 is a schematic view showing the structure of a lifting grip according to an embodiment of the present application;

FIG. 29 shows a schematic side view of a lifting grip in an embodiment of the application;

FIG. 30 is a schematic view showing the structure of a lifting plate in an embodiment of the present application;

FIG. 31 is a schematic view showing the structure of one side rotation of the lifting plate in the embodiment of the application;

FIG. 32 is a schematic view showing the structure of the rotation of both sides of the lifting plate in the embodiment of the application;

FIG. 33 is a schematic top view of a lifting grip in an embodiment of the application;

FIG. 34 is a schematic view showing the construction of a crane apparatus according to an embodiment of the present application;

FIG. 35 is a schematic top view of a crane assembly according to an embodiment of the application;

fig. 36 is a schematic view showing the structure of a prefabricated segment in the embodiment of the present application;

wherein reference numerals are as follows: 10. an apparatus main body; 11. a storage space; 12. prefabricating duct pieces; 121. a preformed hole; 122. reserving a handle; 13. a track; 14. a main body power system; 20. a rock breaking device; 21. a first drive assembly; 22. a rotating assembly; 23. breaking rock and cutting head; 231. a rock breaking blade; 24. a drive shaft; 25. a support; 30. a cutting device; 31. a second drive assembly; 32. a cutting assembly; 33. a water storage assembly; 331. cooling water jet; 34. a telescoping assembly; 40. a conveying device; 41. a third drive assembly; 42. loading a winch; 421. a shovel body plate; 50. a transport assembly; 60. a duct piece mounting device; 61. a first turntable; 62. a grabbing component; 63. a rotating structure; 631. a first rotating member; 632. a first end of the first rotary member; 633. a second end of the first rotating member; 634. a second rotating member; 635. a first end of the second rotating member; 636. a third end of the first rotating member; 637. a second end of the second rotating member; 638. a fourth end of the first rotary member; 64. a grabbing structure; 641. grabbing a plate; 642. grabbing a hook; 643. the first chute body; 65. a telescoping member; 70. an anchor rod drilling device; 71. a second turntable; 72. a drill bit; 73. a rotary motor; 74. a hinge; 75. a power roller; 76. drilling a plate; 77. a load-bearing arm; 78. a bolt; 771. the second chute body; 80. a lifting device 81 for lifting the grippers; 811. a transverse rotating support; 812. longitudinally rotating the connecting piece; 813. a mechanical arm; 814. lifting the plate; 815. the third chute body; 90. a jack; 100. a crane device; 110. a crane support; 111. a crane arm; 112. a lifting hook; 113. a fixed pulley; 114. a hanging wire; 115. a movable member; 116. a crane rotates a support; 120. a dust removal overflow device; 130. a fender post; 140. an excavator; 150. and (5) a cross brace.

Detailed Description

For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments of the present application. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.

As shown in fig. 1 to 9, the embodiment of the application provides a modular multi-device foundation pit excavation supporting method, which comprises the following steps:

the excavator excavates an access area of the foundation pit excavation supporting equipment in the foundation pit.

The two ends of the foundation pit are provided with first foundation pit excavation supporting equipment, the middle position of the foundation pit is provided with second foundation pit excavation supporting equipment, and a good site is leveled by the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment.

The first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment are pushed in parallel, and rock breaking operation is completed.

The prefabricated pipe piece 12 is hoisted to the side wall of the foundation pit through the pipe piece installation device 60 of the first foundation pit excavation supporting equipment, and the prefabricated pipe piece 12 is installed.

The anchor rod 78 is installed by the anchor rod drilling device 70 of the first pit excavation supporting apparatus.

The first and second pit excavation supporting apparatus continue to advance, each a distance, and the prefabricated segment 12 and the anchor rod 78 are installed until the first layer excavation is completed.

After the first layer is excavated, the prefabricated pipe piece 12 is installed in the foundation pit through the prefabricated pipe piece installation device 60, and the anchor rod 78 is installed through the anchor rod drilling device 70, so that the first layer is supported.

Wherein, the ends of the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment, which are far away from the rock breaking device 20, are provided with a residue soil vehicle; wherein the muck generated by the excavation is transported to the muck truck through the transport assembly 50 of the first pit excavation supporting apparatus and/or the transport assembly 50 of the second pit excavation supporting apparatus.

After the excavator 140 excavates the access area of the construction equipment in the foundation pit, the prefabricated segment 12 and the anchor rod 78 are supported on the initial section of the foundation pit.

Wherein, until the whole foundation pit excavation is completed, the foundation pit excavation supporting apparatus is lifted out of the foundation pit by using the crane device 100 of the second foundation pit excavation supporting apparatus.

Wherein, after installing the anchor rod 78 by the anchor rod drilling device 70 of the first foundation pit excavation supporting equipment, using the lifting device 80 of the second foundation pit excavation supporting equipment, installing the cross brace 150 between the two side slopes which are well supported;

and when the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to advance, the prefabricated pipe piece 12 and the anchor rod 78 are installed every time a distance is advanced, and the transverse support 150 is additionally installed between the two supported side slopes by the aid of the lifting device 80 until the first layer of excavation is completed.

The method comprises the steps that an excavator longitudinally layers a foundation pit before excavating an access area of foundation pit excavation supporting equipment in the foundation pit; and the guard piles 130 are constructed, and a circle of guard piles are driven along the excavation range of the foundation pit.

In an embodiment, the method comprises the following steps:

step 1: longitudinally layering the foundation pit;

step 1: before excavation, an excavation scheme is determined according to geological hydrologic data and the conditions of buildings nearby the site. Reasonably determining the excavation sequence, the excavation width and the excavation depth according to the specified size; wherein, layering the foundation pit along the longitudinal direction, and designing the digging depth of each layer.

In step 1, the foundation pit is layered according to the design requirement and the mechanical dimension, in this embodiment, the design width of the foundation pit is 20m, the depth is 12m, 3 layers of excavation are performed in the depth direction, and the excavation depth of each layer of foundation pit is 4m.

The purpose of step 1 of this embodiment is to layer the foundation pit so that the muck truck and the pit excavation supporting equipment such as the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment enter the pit and the selection of prefabricated segments.

Step 2: constructing a guard pile, and driving a circle of guard pile along the excavation range of the foundation pit;

step 2: and measuring and paying off the foundation construction, determining the pile position of the guard pile, and driving a circle of guard pile along the excavation range of the foundation pit.

In step 2, the fender piles are in the form of row piles, stiff soil cement stiffeners, hard-bite row piles, and the like. The size of the guard piles is also various, and the specific selection should be determined according to the hydrogeology of the site. The fender posts are in most cases dimensioned with a diameter of 800 pitch 1600.

Action of driving the fender pile in step 2 of this embodiment: the surrounding road earthwork of the foundation pit is blocked after the foundation pit is excavated, the construction safety in the foundation pit is protected, and meanwhile, the guard piles have the water stopping effect and can prevent the surrounding water from flowing into the foundation pit.

Step 3: digging a pit excavation supporting equipment construction equipment access area in the foundation pit by the excavator;

step 3: and excavating a slag discharging soil vehicle, a first foundation pit excavation supporting device and a second foundation pit excavation supporting device in the field area by using the excavator. And calculating the size of the access area according to the design width of the foundation pit, wherein the design width of the foundation pit in the construction is 20m, three layers of excavation are carried out, and the size of the access area is 20m multiplied by 20m according to the size requirements of integrated equipment for foundation pit construction and a muck car of the access equipment.

In step 3 of this embodiment, the initial working surface is excavated to achieve reasonable arrangement of equipment, and ensure that subsequent machines can enter the field orderly.

Step 4: prefabricated duct pieces and supporting of anchor rods 78 are carried out on the initial section of the foundation pit;

step 4: and placing an end support at the head end position of the excavation of the foundation pit, and supporting the prefabricated pipe piece and the anchor rod on the initial section.

In the step 4, the prefabricated pipe sheet has the size of 2m×1.5m×0.15m, wherein the prefabricated pipe sheet has the height of 2m, the width of 1.5m and the thickness of 0.15m, and is of a rectangular structure. The prefabricated segment is internally provided with 9 anchor rod holes in total, and the prefabricated segment is installed from the bottommost layer of the foundation pit.

In step 4 of this embodiment, the initial cross section is supported first to prevent the pit from collapsing, and the principle of supporting first and then digging is followed.

Step 5: the two ends of the foundation pit are provided with first foundation pit excavation supporting equipment, the middle position of the foundation pit is provided with second foundation pit excavation supporting equipment, and a well site is leveled by the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment; wherein, the rear end of each supporting device far away from the rock breaking device 20 is provided with a residue soil vehicle;

step 5: pit excavation supporting equipment construction equipment enters the field in sequence, and each of two end parts of a foundation pit is provided with a plurality of first foundation pit excavation supporting equipment, and a plurality of second foundation pit excavation supporting equipment is arranged on the middle position of the foundation pit, wherein the specific number of the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment are adopted according to the foundation pit excavation width. And then leveling the good site by using the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment.

In step 5, according to the design requirement of the foundation pit, 4 foundation pit excavation supporting devices are installed in the foundation pit, the foundation pit excavation supporting devices are arranged in parallel along the construction pushing direction, one first foundation pit excavation supporting device is respectively arranged at two ends of the foundation pit, and two second foundation pit excavation supporting devices are arranged between the two first foundation pit excavation supporting devices. Wherein a clinker truck is arranged behind each equipment, positioned below the conveyor belt of the conveyor 40 for the ready recovery of the clinker.

In the embodiment, the step 5 of excavating the access area through the excavator can only be just leveling, and the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment can be utilized to level the field well, so that not only can the construction equipment of the access pit excavation supporting equipment operate stably, but also a horizontal working surface is provided for the construction equipment of the pit excavation supporting equipment to work in the area where the foundation pit is excavated.

Step 6: the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment are pushed in parallel to complete rock breaking operation; the soil and slag generated by excavation are conveyed into a slag-soil vehicle through a conveying assembly;

step 6: the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment are pushed forward in parallel, and rock breaking operation is completed. The soil slag generated by excavation is conveyed into a rear slag-soil vehicle through a conveyor belt, the soil slag is directly conveyed out of a foundation pit after being fully loaded, and the soil slag is placed on a designated site.

In step 6 of this embodiment, two second foundation pit excavation supporting devices and two first foundation pit excavation supporting devices are simultaneously pushed in, so as to realize simultaneous construction of construction equipment of the pit excavation supporting devices, and facilitate installation of prefabricated segments of a subsequent foundation pit slope, and the transverse support 150 is arranged between soil bodies on two sides by the lifting device 80. The soil and slag truck is used for collecting excavated earthwork at any time and then transporting the earthwork to a designated place.

Step 7: hoisting the prefabricated pipe piece to the side wall of the foundation pit through the prefabricated pipe piece installation device 60, and installing the prefabricated pipe piece;

step 7: along with rock breaking and earth excavation, after the engineering machinery advances a certain distance in the horizontal direction, the prefabricated pipe piece is hoisted to the side wall of the foundation pit through the prefabricated pipe piece installation device 60 in the excavation system, and the prefabricated pipe piece is installed.

In step 7 of this embodiment, the prefabricated segment is compacted to increase the mechanical engagement force between the soil body and the prefabricated segment, and increase the friction force to resist the gravity of the prefabricated segment itself.

Step 8: installing a bolt 78 by the bolt drilling apparatus 70;

step 8: the anchor rod 78 is installed by sequentially completing the processes of drilling, inserting the anchor rod, grouting, tensioning and locking through the anchor rod drilling equipment 70 in the pit excavation supporting equipment construction equipment.

In steps 7 to 8, attention is paid to controlling the spacing and position between the anchor rod bores to correspond to the position of the preformed holes of the preformed tube piece. Meanwhile, the prefabricated duct piece is compacted when being hung.

In step 8 of this embodiment, the anchor rods 78 are installed to strengthen and stabilize the surrounding rock, so as to realize active supporting of the foundation pit.

Step 9: then using the lifting device 80 to install a cross brace 150 between the two side slopes;

step 9: and a transverse brace 150 is additionally arranged between the two well-supported side slopes by using a lifting device so as to strengthen the prefabricated duct piece.

In step 9, it should be noted that the supporting position of the cross brace 150 is compacted at the connection of the underlying prefabricated segment with other prefabricated segments. In addition, it is noted that during the third-layer side slope support, since the precast segments directly contact the ground and deep excavation is not required, the cross braces 150 are not required to be installed between the precast segments.

In step 9 of this embodiment, the steel tube cross brace 150 is placed to apply a normal force to the prefabricated segment, and increase the friction between the prefabricated segment and the soil body, so as to reduce the dependence of the prefabricated segment on the anchor rod 78.

Step 10: the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to be propelled, each time a distance is propelled, the steps are repeated, and a transverse strut 150 is additionally arranged between two supported side slopes by using a lifting device 80 through an anchor rod drilling device 70 of a prefabricated segment installation device 60;

Installing the anchor rods 78 until the layer of excavation is completed;

in step 10: and (3) continuously advancing the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment forwards in parallel, and repeating the steps 7 to 9 every time a certain distance is advanced until the layer of excavation is completed. Wherein the distance of each propulsion is 4m.

Step 11: after the layer is excavated, the prefabricated pipe piece is installed in the foundation pit through the prefabricated pipe piece installation device 60, and the anchor rod 78 is installed through the anchor rod drilling device 70, so that the first layer is supported;

in step 11, the newly formed vertical section of the foundation pit is provided with the prefabricated pipe piece by the prefabricated pipe piece installation device 60, the anchor rod 78 is installed by the anchor rod drilling device 70, the plane is supported, and the steel pipe cross brace 150 of the layer is detached.

In step 11, before digging down the next layer, the steel pipe cross brace 150 is detached to support the prefabricated segment of the next layer for recycling.

Step 12: repeating the steps 3 to 11, excavating layer by layer, supporting section by section until the excavation of the whole foundation pit is completed;

in step 12: repeating the steps 3 to 11, excavating the foundation pit layer by layer, and supporting one by one until the whole foundation pit is excavated.

Step 13: the pit excavation supporting apparatus construction equipment is lifted out of the foundation pit by the crane apparatus 100. In step 13: and lifting the residue soil truck, the second foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment out of the foundation pit by using the crane device 100, so as to recycle the equipment.

The method of the embodiment adopts a parallel propulsion method, and the phenomenon of over-digging and under-digging of the foundation pit does not exist in the process of digging. Meanwhile, the equipment supports by utilizing the prefabricated pipe piece and the anchor rod, and dregs generated by excavation are conveyed into a dregs car through the conveying assembly. Really realizes the rock breaking excavation, slag removal and support integrated construction. The foundation pit engineering is automated and high in mechanization degree, the construction efficiency is improved, and the safety of the foundation pit engineering is ensured. The technical problems of low automation and mechanical degree of foundation pit engineering in the prior art are solved.

As shown in fig. 10 to 16, the embodiment of the invention further provides a foundation pit excavation supporting equipment system, which adopts a modularized multi-device foundation pit excavation supporting method.

The foundation pit excavation supporting equipment system comprises first foundation pit excavation supporting equipment, wherein the first foundation pit excavation supporting equipment comprises:

the equipment body 10, equipment body 10 has offered storage space 11, is equipped with prefabricated section of jurisdiction 12 in the storage space 11.

The rock breaking device 20, the rock breaking device 20 comprises a first driving assembly 21 and a rotating assembly 22, and the rotating assembly 22 is rotatably connected with the first driving assembly 21.

The cutting device 30, the cutting device 30 includes second drive assembly 31 and cutting assembly 32, and cutting assembly 32 and second drive assembly 31 rotate to be connected.

And the conveying device 40, wherein the conveying device 40 comprises a third driving assembly 41 and a loading winch 42, the loading winch 42 is rotatably connected with the third driving assembly 41, and the loading winch 42 rotates to enable soil body of the loading winch 42 to move to the conveying assembly 50, and the conveying assembly 50 conveys the soil body to the muck truck.

The duct piece mounting device 60, the duct piece mounting device 60 includes a first turntable 61 and a grabbing component 62, the first turntable 61 is slidably connected to the apparatus main body 10, the grabbing component 62 is rotatably connected to the first turntable 61, the grabbing component 62 takes out the prefabricated duct piece 12 in the storage space 11, and the prefabricated duct piece 12 is mounted on a slope.

The anchor drilling device 70, the anchor drilling device 70 includes a second turntable 71 and a drill bit 72, the second turntable 71 is slidably connected to the apparatus body 10, and the drill bit 72 is rotatably connected to the second turntable 71.

Wherein the rock breaking device 20 is located on the same side of the apparatus body 10 as the cutting device 30 and the loading winch 42.

In an embodiment, the device body 10 is controlled to operate by a body power system 14.

In an embodiment, the rock breaking device 20 is located at the foremost end of the apparatus body 10, the first driving assembly 21 may be selected as a rock breaking power motor, and the rotating assembly 22 may be selected as a rock breaking cutting tray.

In the embodiment, when encountering hard earth and stones during foundation pit excavation, the rock breaking power motor provides power for the rotation of the rock breaking cutting tray through the driving rotating shaft, and the large blocks can be decomposed in advance through rotation, so that the internal structure of the large blocks is loose.

In an embodiment, the cutting device 30 is located on the same side of the apparatus body 10 as the rock breaking device 20, i.e. the cutting device 30 is also located at the foremost end of the apparatus body 10; the second driving assembly 31 may be selected as a driving motor and the cutting assembly 32 may be selected as a cutting head.

In an embodiment, the drive motor rotates the cutting head, and the cutting device 30 causes the large block to be cut into loose soil by the rotation of the cutting head.

The rock breaking device 20 of the embodiment starts to work, breaks hard rock soil body, then the soft soil body disturbed by the rock breaking device 20 is decomposed into broken soil body through the cutting device 30, the cutting device 30 and the rock breaking device 20 are matched together, excavation of foundation pit earthwork is achieved, the problems that the earth surface is vibrated due to blasting excavation in cities and influence on daily life of residents is large can be solved, meanwhile, the equipment system pushes the excavation forward in parallel, and the problems of overexcitation and underexcavation do not exist.

In an embodiment, the conveyor 40 is located inside the apparatus body 10, and the conveyor assembly 50 includes a conveyor belt and a conveyor power motor. The third driving component 41 can be selected as a winch driving motor, soil naturally falls onto the loading winch 42, the winch driving motor provides power for the loading winch 42, and the soil in the loading winch 42 is thrown onto a conveyor belt by virtue of the rotating force of the loading winch 42, and the conveyor belt conveys the soil to a muck truck; and is carried to a muck car behind the apparatus body 10 via a conveyor belt. Wherein, the transmission power motor provides power for the work of the conveyor belt.

In the embodiment, the track 13 is arranged on the device main body 10, the first rotating disc 61 slides on the device main body 10 along the track 13, and the grabbing component 62 is rotatably connected with the first rotating disc 61, that is, the grabbing component 62 can rotate 360 degrees relative to the first rotating disc 61, so that the grabbing component 62 is beneficial to taking out the prefabricated segment 12 in the storage space 11, and the prefabricated segment 12 is mounted on a slope.

In the embodiment, the drill bit 72 slides on the device main body 10 along the track 13, and the drill bit 72 is rotatably connected with the second turntable 71, that is, the drill bit 72 can rotate 360 degrees relative to the second turntable 71, so that the structural design is beneficial to installing the anchor rod while the anchor rod drilling device 70 drills holes on the side slope, and the anchor rod hangs the prefabricated pipe piece 12 on the side slope, thereby playing a role in supporting the side slope.

In the embodiment, the first rotary table 61 and the second rotary table 71 may move horizontally back and forth on the rail 13, and the first rotary table 61 and the second rotary table 71 may themselves rotate horizontally. Wherein the rail 13 is connected with the device body 10 by bolts and is arranged at two sides of the device body 10.

According to the invention, surrounding rock is crushed by the rock breaking device 20, then the rock is crushed by the cutting device 30, and finally the crushed rock is conveyed away by the conveying device, and meanwhile, the equipment system supports by the prefabricated pipe piece 12 and the anchor rod, so that the integration, mechanization and automation of excavation, deslagging and support are truly realized, the working efficiency is improved, and the safety of foundation pit engineering is ensured.

As shown in fig. 12 to 13, in this embodiment, the rock breaking cutting tray is provided with a rock breaking cutting head 23, and a plurality of rock breaking blades 231 are uniformly distributed on the rock breaking cutting head 23, and the rock breaking blades 231 are powered by a rock breaking power motor to rotate, so that a large block can be decomposed in advance, the internal structure of the large block is loose, and the purpose of breaking rock is achieved. One end of a rock breaking cutting tray of the rock breaking device 20 is connected with a driving shaft 24, the rock breaking cutting tray is rotatably connected with a rock breaking power motor through the driving shaft 24, a support 25 is arranged at one end, close to the rock breaking power motor, of the driving shaft 24, and the rock breaking device 20 is fixedly arranged at the forefront end of the equipment main body 10 through the support 25.

As shown in fig. 16 to 18, in this embodiment, a gear is mounted on a driving shaft of a winch driving motor and is engaged with a gear on a loading winch 42, a shovel body plate 421 is mounted on the loading winch 42 for storing soil, the shovel body plate 421 is driven to rotate by rotation of the loading winch 42, the soil in the shovel body plate 421 is thrown onto a conveying assembly 50 by a rotating force, and finally the soil is conveyed to a soil vehicle behind the apparatus main body 10 by a conveyor belt in the conveying assembly 50.

As shown in fig. 36, in this embodiment, the prefabricated segment 12 is provided with a hanging structure, and the hanging structure may be selected as the preformed hole 121, that is, the prefabricated segment 12 is provided with the preformed hole 121.

In this embodiment, the hanging structure may also be selected as the reserved handle 122; namely, the anchor rod hangs the prefabricated pipe piece 12 on the side slope through the reserved hole 121 or the reserved handle 122 of the prefabricated pipe piece 12, thereby playing a role in supporting the side slope.

As shown in fig. 14 to 15, in the present embodiment, the cutting device 30 further includes a water storage component 33, the water storage component 33 is provided with a cooling water spray port 331, and one end of the water storage component 33 is connected with the cutting component 32; wherein the cooling water jet 331 is disposed proximate to the cutting assembly 32.

In an embodiment, the water storage assembly 33 may be selected as a water storage tank.

In an embodiment, the cutting device 30 can atomize the water in the water storage tank through the cooling water spray port 331 and spray the water on the cutting head, so that the temperature of the cutting device 30 in continuous operation is ensured to be in a controllable range.

As shown in fig. 15, in this embodiment, the cutting device 30 further includes a telescopic assembly 34, and the telescopic assembly 34 is connected to the other end of the water storage assembly 33.

In an embodiment, the telescoping assembly 34 may adjust the horizontal position of the cutting head by controlling its internal hydraulic cylinders and external telescoping structure to accommodate different work needs.

As shown in fig. 19 to 23, in the present embodiment, the grasping assembly 62 includes:

and a rotating structure 63, wherein one end of the rotating structure 63 is rotationally connected with the first rotating disc 61, and the other end of the rotating structure 63 is connected with the first rotating disc 61 through a telescopic piece 65.

And one end of the grabbing structure 64 is rotationally connected with the rotating structure 63, and the other end of the grabbing structure 64 is connected with the rotating structure 63 through a telescopic piece 65.

In the embodiment, one end of the rotating structure 63 is rotatably connected with the first rotating disc 61, and the other end of the rotating structure 63 is connected with the first rotating disc 61 through a telescopic member 65, that is, the rotating structure 63 can be driven to rotate along the first rotating disc 61 through the telescopic member 65.

In an embodiment, one end of the grabbing structure 64 is rotatably connected with the rotating structure 63, and the other end of the grabbing structure 64 is connected with the rotating structure 63 through a telescopic member 65, i.e. the grabbing structure 64 can be driven to rotate along the rotating structure 63 through the telescopic member 65.

The gripping structure 64 of this embodiment is movable in different directions and angles under the combined action of the first rotating disc 61 and the rotating structure 63, and should be used to compact the pre-manufactured pipe piece 12 on the slope after verifying the angle and direction adjustment of the pre-manufactured pipe piece 12 and the slope.

As shown in fig. 19 to 23, in the present embodiment, the rotating structure 63 includes:

the first rotating member 631, the first end 632 of which is rotatably connected to one end of the first rotating disc 61, and the second end 633 of which is connected to the other end of the first rotating disc 61 through the expansion member 65.

The second rotating member 634, the first end 635 of the second rotating member is rotatably coupled to the third end 636 of the first rotating member, the second end 637 of the second rotating member is rotatably coupled to the fourth end 638 of the first rotating member by the telescoping member 65, and the third end 639 of the second rotating member is rotatably coupled to the grasping structure 64.

In the embodiment, the first end 632 of the first rotating member is rotatably connected to the first rotating disc 61, and the second end 633 of the first rotating member is connected to the other end of the first rotating disc 61 through the telescopic member 65, that is, the first rotating member 631 can be driven to rotate along the first rotating disc through the telescopic member 65.

In an embodiment, the first end 635 of the second rotating member is rotatably connected to the third end 636 of the first rotating member, and the second end 637 of the second rotating member is connected to the fourth end 638 of the first rotating member by the telescopic member 65, i.e. the second rotating member 634 is rotatably driven along the first rotating member 631 by the telescopic member 65.

In this embodiment, the first rotating member 631 and the second rotating member 634 rotate together, so that the grabbing structure 64 can rotate in different directions and angles under the combined action of the first rotating member 631 and the second rotating member 634, and the prefabricated segment 12 should be compacted on the slope after the angle and direction adjustment of the prefabricated segment 12 and the slope are verified.

As shown in fig. 19 to 23, in this embodiment, the grabbing structure 64 includes a grabbing plate 641, a plurality of grabbing hooks 642 are disposed on the grabbing plate 641, each grabbing hook 642 is correspondingly connected with a jack 90, and the grabbing hooks 642 are adjusted by the jack 90.

In an embodiment, maintaining stability of the excavated foundation pit slope during system advancement requires supporting the side slope, and the grabbing plate 641 of the grabbing structure 64 is used to take out the prefabricated segment 12 from the rear of the vehicle body and install it on the side slope. Each gripping finger 642 may be oriented by an independent hydraulic jack, and the gripping assembly 62 may be longitudinally position-adjusted by telescoping control of the hydraulic jack. After verification of the angular and directional adjustment of the pre-segment and the slope, the pre-segment 12 is compacted over the slope by controlling the telescoping of the gripper assembly 62 by means of hydraulic cylinders within the gripping structure 64.

As shown in fig. 19 to 23, in the present embodiment, the grabbing plate 641 is provided with a first chute body 643, and the grabbing plate 641 is slidably connected to the first chute body 643 by a jack 90.

In an embodiment, the jack 90 may slide on the first chute body 643 to adjust the position and orientation of the grasping plate 641.

As shown in fig. 24 to 25, in the present embodiment, a rotary motor 73 is connected to one end of the drill bit 72, and the rotary motor 73 drives the drill bit 72 to rotate; the rotary motor 73 is connected with a hinge 74, one end of the hinge 74 far away from the rotary motor 73 is provided with a power roller 75, and the power roller 75 cooperates with the hinge 74 and drives the drill bit 72 to move.

The anchor rod drilling device 70 further comprises a drilling plate block 76, the hinge 74 is arranged on the drilling plate block 76, one end, far away from the hinge 74, of the drilling plate block 76 is provided with a bearing arm 77, one end of the bearing arm 77 is rotationally connected with the drilling plate block 76, the other end of the bearing arm 77 is connected with the drilling plate block 76 through a jack 90, and the jack 90 drives the drilling plate block 76 to rotate.

In an embodiment, one end of the bearing arm 77 away from the drilling plate 76 is connected with a second chute body 771, the second chute body 771 is provided with a jack 90, one end of the jack 90 is connected with the second chute body 771, the other end of the jack 90 is connected with the bearing arm 77, and the jack 90 drives the bearing arm 77 to slide along the second chute body 771.

In an embodiment, one end of the second rotary table 71 is rotatably connected with the second chute body 771, the other end of the second rotary table 71 is provided with a jack 90, one end of the jack 90 away from the second rotary table 71 is connected with the second chute body 771, and the jack 90 drives the second chute body 771 to rotate relative to the second rotary table 71.

In this embodiment, the anchor rod drilling device 70 is used for drilling holes on a slope, and simultaneously anchor rods are installed, the power roller 75 and the hinge 74 provide advancing power for the drill bit 72, the rotating motor 73 provides torque to rotate the drill bit 72, and the jack 90 can enable the bearing arm 77 to slide horizontally in the second chute body 771. Jack 90 may raise drilling block 76 longitudinally. The jack 90 may longitudinally raise the second chute body 771.

The various movable joint structures of the anchor drilling device 70 of this embodiment work together to drill holes and install anchors at appropriate locations on the slope.

As shown in fig. 26 to 27, in this embodiment, the second foundation pit excavation supporting apparatus includes a lifting device 80, the lifting device 80 is provided with a lifting grip 81 and a jack 90, and the jack 90 drives the lifting grip 81 to move, so as to control the bending of the lifting grip 81.

In the embodiment, the lifting grip 81 includes a transverse rotation support 811, a longitudinal rotation connection member 812 and a mechanical arm 813, one end of the longitudinal rotation connection member 812 is rotationally connected with the transverse rotation support 811, the other end is rotationally connected with the mechanical arm 813, one end of the mechanical arm 813 away from the longitudinal rotation connection member 812 is connected with a lifting plate 814, a jack 90 is connected between the mechanical arm 813 and the transverse rotation support 811, and the rotation angle of the longitudinal rotation connection member 812 and the mechanical arm 813 can be controlled.

The lifting plate 814 is provided with a jack 90 and a third chute body 815, where the jack 90 moves in the third chute body 815 correspondingly, so as to control the bending of the lifting plate 814 to better tightly support the cross beam and support the cross beam between soil bodies on two sides.

As shown in fig. 26 to 30, in the present embodiment, the second foundation pit excavation supporting apparatus further includes a crane device 100, the crane device 100 includes a crane arm 111, the crane arm 111 is provided with a fixed pulley 113, and the fixed pulley 113 is connected with a suspension wire 114; one end of the crane arm 111 is rotatably connected with a movable piece 115, and one end of the lifting wire 114, which is far away from the fixed pulley 113, is penetrated through the movable piece 115 and is connected with a lifting hook 112.

In an embodiment, the crane apparatus 100 includes a crane support 110, and a crane support 110 is rotatably connected to one end of a crane arm 111; one end of the jack 90 is connected to the crane support 110, and the other end of the jack 90 is connected to the crane arm 111, that is, the crane arm 111 is driven to rotate along the crane support 110 by the jack 90.

In the embodiment, the other end of the crane arm 111 is rotatably connected with a movable member 115; one end of the jack 90 is connected to the crane arm 111, and the other end of the jack 90 is connected to the movable member 115, that is, the movable member 115 is driven by the jack 90 to rotate along the crane arm 111.

In the embodiment, a fixed pulley 113 is installed on a crane arm 111, a lifting wire 114 is arranged on the fixed pulley 113 in a matching way, one end of the lifting wire 114 is connected with the fixed pulley 113, the other end of the lifting wire 114 passes through a movable piece 115 to be connected with a lifting hook 112, and the movable piece 115 can drive the lifting hook 112 to rotate, namely, the movement of the lifting hook 112 can be controlled not only by the rotation of the fixed pulley 113, but also by the rotation of the movable piece 115.

In an embodiment, the crane support 110 is mounted on the crane rotation support 116 to allow for omni-directional rotation of the crane assembly 100, providing for flexibility of the assembly.

As shown in fig. 26, in this embodiment, the second foundation pit excavation supporting apparatus further includes a dust removal overflow 120, which can be used to suck a large amount of dust.

The second foundation pit excavation supporting apparatus further comprises an apparatus body, on which the rock breaking device 20, the cutting device 30 and the conveying device 40 are mounted, for breaking and crushing surrounding rock and conveying away crushed rock together with the first foundation pit excavation supporting apparatus in the early stage; namely, the rock breaking device 20 of the second foundation pit excavation supporting equipment breaks surrounding rock, then the cutting device 30 is used for breaking the rock, finally the broken rock is conveyed away through the conveying device 40, then under the combined action of the duct piece mounting device 60 and the anchor rod drilling device 70 of the first foundation pit excavation supporting equipment, the prefabricated duct piece 12 and the anchor rods are used for supporting the foundation pit, finally, as the deep foundation pit is excavated in a layered manner, after the supporting work of one layer of the foundation pit is completely finished, in order to prevent the slope support which is already made from falling off when the next layer is excavated, reinforcement treatment is needed, the beam is supported between soil bodies on two sides through the supporting beam which is better supported by the supporting device 80, and the slope support has a very good consolidation effect. In addition, the crane device 100 can flexibly hoist the components to be lifted above the lifting device 80. The support is hoisted to the lifting means 80 by the crane means 100, and then the lifting means 80 is fitted with support beams between prefabricated segments 12. The whole workflow is completed.

In summary, the invention provides a modularized multi-device foundation pit excavation supporting method and an equipment system thereof; firstly, longitudinally layering foundation pits, constructing the whole system at a pre-planned position, correctly arranging the number and types of car bodies according to an actual working face (two first foundation pit excavation supporting devices are arranged on side slopes on two sides needing supporting, two first foundation pit excavation supporting devices are arranged in the middle of supporting), adjusting the direction, starting a device, starting a rock breaking device 20 to work, breaking hard rock and soil bodies, then breaking the soft soil bodies disturbed by the rock breaking device into broken soil bodies through a cutting device 30, dropping the broken soil bodies into a loading winch, and conveying the broken soil bodies to a residue-soil car behind the car through a conveying component. The anchor rod drilling device is controlled and adjusted to a proper position, is responsible for drilling holes on newly excavated foundation pit slopes and installing anchor rods, and then the grabbing component 62 takes out the prefabricated segment 12 in the storage space 11 and installs the prefabricated segment 12 on the slopes. And (5) finishing the preliminary support. The support is preferably hoisted to the lifting device 80 by the crane device 100 for the second foundation pit excavation support, and then the lifting device 80 is provided with the support beams between the prefabricated segments 12, so as to complete the support reinforcement work.

The method adopts a parallel propulsion method, and the phenomenon of over-digging and under-digging of the foundation pit does not exist in the process of digging. Meanwhile, the side slope is neat, and the phenomenon of secondary construction and even reworking is reduced or even avoided. The integrated slag discharging of the flat site is designed, and the orderly pushing among all construction organizations is cooperated. Disturbance to surrounding undisturbed soil and puzzlement to residents are reduced. In addition, the support mode is changed from spray irrigation support to prefabricated duct piece support, automatic construction of foundation pit excavation and support is realized, the construction flow is systemized, and construction organization management is coordinated. The stability and construction safety of foundation ditch side slope have effectually been guaranteed. The technical problems of low automation and mechanical degree of foundation pit engineering in the prior art are solved.

It should be noted that in this document, relational terms such as "first" and "second" and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises an element.

The foregoing is merely exemplary of embodiments of the present application to enable those skilled in the art to understand or practice the application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. The modularized multi-device foundation pit excavation supporting method is characterized by comprising the following steps of:

hoisting a prefabricated duct piece (12) to the side wall of the foundation pit through a duct piece installation device (60) of the first foundation pit excavation supporting device, and installing the prefabricated duct piece (12);

Installing an anchor (78) through an anchor drilling device (70) of the first foundation pit excavation supporting apparatus;

the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to be propelled, and the prefabricated pipe piece (12) and the anchor rod (78) are installed every time a distance is propelled until the first layer excavation is completed;

after the first layer is excavated, the prefabricated pipe piece (12) is installed in the foundation pit through the prefabricated pipe piece installation device (60), and the anchor rod (78) is installed through the anchor rod drilling device (70), so that the first layer is supported;

2. The modular multi-device foundation pit excavation supporting method of claim 1, wherein the first foundation pit excavation supporting apparatus and the second foundation pit excavation supporting apparatus are each provided with a muck truck at an end thereof remote from the rock breaking device (20); the slag soil generated by excavation is conveyed into the slag soil vehicle through a conveying assembly (50) of the first foundation pit excavation supporting equipment and/or a conveying assembly (50) of the second foundation pit excavation supporting equipment.

3. The modular multi-device foundation pit excavation supporting method of claim 1, wherein the supporting of the precast segments (12) and the anchor rods (78) is performed on an initial section of the foundation pit after the excavator excavates an access region of construction equipment within the foundation pit.

4. The modular multi-device foundation pit excavation supporting method of claim 1, wherein the foundation pit excavation supporting apparatus is lifted out of the foundation pit by a crane means (100) of the second foundation pit excavation supporting apparatus until the entire foundation pit excavation is completed.

5. The modular multi-device foundation pit excavation supporting method of claim 1, wherein after installing an anchor (78) by an anchor drilling device (70) of the first foundation pit excavation supporting apparatus, a cross brace (150) is additionally installed between two side slopes which are supported by a lifting device (80) of the second foundation pit excavation supporting apparatus;

and when the first foundation pit excavation supporting equipment and the second foundation pit excavation supporting equipment continue to be propelled, the prefabricated pipe piece (12) and the anchor rod (78) are installed every time a distance is propelled, and a transverse strut (150) is additionally installed between the two supported side slopes by using a lifting device (80) until the first layer excavation is completed.

6. The modular multi-device foundation pit excavation supporting method of claim 1, wherein the excavator longitudinally layers the foundation pit before excavating an access area of the foundation pit excavation supporting apparatus within the foundation pit; and constructing the guard piles, and driving a circle of guard piles along the excavation range of the foundation pit.

7. A foundation pit excavation supporting system, characterized in that the modular multi-device foundation pit excavation supporting method of any one of claims 1 to 6 is adopted.

8. The pit excavation supporting apparatus system of claim 7, comprising a first pit excavation supporting apparatus, the first pit excavation supporting apparatus comprising:

the device comprises a device main body (10), wherein the device main body (10) is provided with a storage space (11), and prefabricated duct pieces (12) are arranged in the storage space (11);

the rock breaking device (20), wherein the rock breaking device (20) comprises a first driving assembly (21) and a rotating assembly (22), and the rotating assembly (22) is rotationally connected with the first driving assembly (21);

the cutting device (30), the cutting device (30) comprises a second driving component (31) and a cutting component (32), and the cutting component (32) is rotationally connected with the second driving component (31);

a conveying device (40), wherein the conveying device (40) comprises a third driving assembly (41) and a loading winch (42), the loading winch (42) is rotationally connected with the third driving assembly (41), soil body of the loading winch (42) is moved to a conveying assembly (50) through rotation of the loading winch (42), and the conveying assembly (50) conveys the soil body to a muck truck;

The duct piece mounting device (60), the duct piece mounting device (60) comprises a first rotary table (61) and a grabbing component (62), the first rotary table (61) is slidably connected to the equipment main body (10), the grabbing component (62) is rotatably connected with the first rotary table (61), the grabbing component (62) takes out the prefabricated duct piece (12) in the storage space (11), and the prefabricated duct piece (12) is mounted on a slope; and

an anchor rod drilling device (70), wherein the anchor rod drilling device (70) comprises a second rotary table (71) and a drill bit (72), the second rotary table (71) is connected to the equipment main body (10) in a sliding manner, and the drill bit (72) is connected with the second rotary table (71) in a rotary manner;

wherein the rock breaking device (20) is located on the same side of the apparatus body (10) as the cutting device (30) and the loading winch (42).

9. The pit excavation supporting apparatus system of claim 8, wherein the modular multi-device pit excavation supporting apparatus system further comprises a second pit excavation supporting apparatus, the second pit excavation supporting apparatus comprises a lifting device (80), the lifting device (80) is provided with a lifting grip (81) and a jack (90), and the jack (90) drives the lifting grip (81) to move, thereby controlling the bending of the lifting grip (81).

10. The foundation pit excavation supporting equipment system of claim 8, wherein the second foundation pit excavation supporting apparatus further comprises a crane device (100), the crane device (100) comprises a crane arm (111), the crane arm (111) is provided with a fixed pulley (113), and the fixed pulley (113) is connected with a suspension wire (114);

one end of the crane arm (111) is rotatably connected with a movable piece (115), and one end of the lifting wire (114) far away from the fixed pulley (113) is penetrated by the movable piece (115) and is connected with a lifting hook (112).