CN219774121U - Tunneling system - Google Patents
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- CN219774121U CN219774121U CN202321115402.7U CN202321115402U CN219774121U CN 219774121 U CN219774121 U CN 219774121U CN 202321115402 U CN202321115402 U CN 202321115402U CN 219774121 U CN219774121 U CN 219774121U
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- 230000005641 tunneling Effects 0.000 title claims abstract description 85
- 230000007246 mechanism Effects 0.000 claims abstract description 93
- 238000004873 anchoring Methods 0.000 claims abstract description 68
- 230000010354 integration Effects 0.000 claims abstract description 43
- 238000005096 rolling process Methods 0.000 claims description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 239000003245 coal Substances 0.000 description 9
- 238000005520 cutting process Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 6
- 238000011161 development Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000012546 transfer Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The utility model relates to a tunneling system, which comprises a tunneling and anchoring integrated machine, a belt type reversed loader, a self-moving tail and a power source integrated device, wherein the self-moving tail is connected with the power source integrated device; one end of the belt type reversed loader is detachably connected with the digging and anchoring integrated machine, and the other end of the belt type reversed loader is detachably connected with the power source integrated device; the power source integration device can provide working power for the tunneling and anchoring integrated machine; the self-moving tail can move relative to the ground along the tunneling direction of the tunneling and anchoring integrated machine; the belt type reversed loader and the power source integrated device are movably connected to the upper portion of the self-moving tail, and the belt type reversed loader and the power source integrated device can move relative to the self-moving tail under the driving of working power of the tunneling and anchoring integrated machine. The system has the beneficial effects that the space on the chassis assembly platform of the tunneling and anchoring integrated machine is saved, the weight of system equipment is dispersed along with the backward movement of the power mechanism to the tail position of the belt type reversed loader, and the roadway adaptability to poor geological conditions such as film weakness is stronger.
Description
Technical Field
The utility model relates to the technical field of tunneling equipment, in particular to a tunneling system.
Background
With advances in technology, industrial intelligence is occurring in every field. As a strategic base stone for guaranteeing the safe and stable supply of energy sources in China, the intelligence of the coal industry is a necessary way for the development of the coal industry, is a core technical support for realizing the high-quality development targets of new coal and new patterns in a new period, and is a necessary choice for realizing the high-quality development targets of millions of ton-level mines in China along with the deep implementation of the strategy of China manufacturing 2025, the development of a roadway rapid tunneling complete equipment technology and the improvement of the tunneling intelligence level become the prerequisite for guaranteeing the safe and efficient production of coal production enterprises. At present, intelligent tunneling equipment is successfully applied to large-scale millions of ton-level mines with large tunnel sections under some geological conditions, and can realize efficient operation of multi-working-tunneling-supporting-transporting processes, intelligent cutting, automatic supporting and intelligent management and control of 'well-ground-cloud', and the functions are completed by intelligent rapid tunneling complete equipment.
The existing intelligent tunneling complete equipment consists of a tunneling and anchoring integrated machine, an anchor rod reversed loader, a continuous belt conveyor and the like, and is large in occupied space and limited in working in the face of complex geological conditions such as weak bottom plates or small tunnel sections.
Therefore, there is a strong need to develop an intelligent rapid tunneling system applicable to different working conditions.
Disclosure of Invention
First, the technical problem to be solved
In view of the above-mentioned shortcomings and disadvantages of the prior art, the utility model provides a tunneling system which solves the technical problem that the existing intelligent tunneling equipment is poor in adaptability to different working conditions.
(II) technical scheme
In order to achieve the above purpose, the main technical scheme adopted by the utility model comprises the following steps:
in a first aspect, an embodiment of the present utility model provides a tunneling system, including an integrated tunneling and anchoring machine, a belt type reversed loader, a self-moving tail, and a power source integration device; one end of the belt type reversed loader is detachably connected with the digging and anchoring integrated machine, and the other end of the belt type reversed loader is detachably connected with the power source integrated device; the power source integration device can provide working power for the tunneling and anchoring integrated machine; the self-moving tail can move relative to the ground along the tunneling direction of the tunneling and anchoring integrated machine; the belt type reversed loader and the power source integrated device are movably connected to the upper portion of the self-moving tail, and the belt type reversed loader and the power source integrated device can move relative to the self-moving tail under the driving of working power of the tunneling and anchoring integrated machine.
Optionally, the tunneling system comprises a chassis assembly, two front top anchor rod supporting mechanisms and two side anchor rod supporting mechanisms; the two front top anchor rod supporting mechanisms are oppositely arranged at two opposite edges of the upper part of the first end part of the chassis assembly along the width direction, and can complete the top anchor rod supporting of the top of the roadway; the two side anchor rod supporting mechanisms are oppositely arranged at two opposite edges of the upper part of the chassis assembly along the width direction, the side anchor rod supporting mechanisms and the front top anchor rod supporting mechanisms are spaced by a preset distance along the length direction of the chassis assembly, and the two side anchor rod supporting mechanisms can complete side anchor rod supporting at two sides of the lower part of a roadway.
Optionally, the tunneling system further comprises two anchor cable supporting mechanisms and two anchor net supporting mechanisms; the two anchor cable supporting mechanisms are oppositely arranged at two opposite edges of the upper part of the second end part of the chassis assembly along the width direction, the anchor cable supporting mechanisms and the auxiliary anchor rod supporting mechanisms are spaced by a preset distance along the length direction of the chassis assembly, and the two anchor cable supporting mechanisms can be matched with the two front top anchor rod supporting mechanisms to complete the top anchor rod supporting of the top of the roadway; the two anchor net supporting mechanisms are oppositely arranged at two opposite edges of the upper part of the chassis assembly along the width direction, and the anchor net supporting mechanisms are positioned between the front top anchor rod supporting mechanism and the side anchor rod supporting mechanism.
Optionally, the tunneling system further comprises a travelling wheel, wherein the travelling wheel is arranged below one end, close to the power source integration device, of the belt conveyor; the travelling wheel is connected with the power source integration device; the travelling wheel is connected to the upper part of the self-moving tail in a rolling way, and supports the belt type transfer conveyor to drive the power source integration device to move relative to the self-moving tail.
Optionally, in the tunneling system, a roller is disposed at a lower portion of the power source integration device, and the roller is movably connected to an upper surface of the self-moving tail.
Optionally, the tunneling system further comprises a cable assembly, wherein one end of the cable assembly is connected with the power source integration device, and the other end of the cable assembly is connected with the tunneling and anchoring integrated machine; the cable assembly is erected on one side of the belt conveyor; the cable assembly can transmit working power from the power source integration device to the tunneling and anchoring integrated machine.
Optionally, the tunneling system further comprises a connecting seat; one end of the connecting seat is hinged to the tail of the tunneling and anchoring integrated machine, and the other end of the connecting seat is hinged to one end, close to the tunneling and anchoring integrated machine, of the belt type reversed loader.
Optionally, the tunneling system further comprises a self-moving sliding rail; the self-moving sliding rail is arranged below the self-moving tail and extends along the tunneling direction of the tunneling and anchoring integrated machine, so that the self-moving tail moves along the self-moving sliding rail.
(III) beneficial effects
The beneficial effects of the utility model are as follows: the tunneling system of the utility model adoptsThe rear-mounted power source integrated device integrates a power mechanism originally arranged on the chassis assembly of the tunneling and anchoring integrated machine into a power source integrated device, the integrated power source integrated device is moved out of the chassis assembly and is backwards arranged at one end of the belt type reversed loader, and then the self-moving tail is used as a platform for synchronously moving forwards of the belt type reversed loader and the power source integrated device, so that the space on the chassis assembly platform of the tunneling and anchoring integrated machine is saved ， Meanwhile, as the power mechanism originally arranged on the chassis assembly of the tunneling and anchoring integrated machine moves out of the chassis assembly, the weight of the whole tunneling and anchoring integrated machine is reduced, and as the power mechanism moves backwards to the tail part of the belt type reversed loader, the weight of system equipment is dispersed, and the adaptability to roadways with poor geological conditions such as film weakness is stronger.
The power source integrated device moves backwards, the space on the chassis assembly platform of the excavating and anchoring integrated machine is enlarged, new intelligent facilities can be additionally arranged, the intelligent performance of equipment is improved, the front anchor rope supporting mechanism and the anchor rod supporting mechanism which are arranged on two sides of the platform in sufficient space are arranged, the anchor rod supporting of the section of the whole roadway can be realized, the problem that the excavating and anchoring integrated machine cannot support a low-position anchor rod in the past, the whole section supporting can be completed only by configuring an anchor rod transfer unit or manual work is solved, and the functions of the excavating and anchoring integrated machine are effectively improved.
Drawings
FIG. 1 is a schematic side view of embodiment 1 of a ripping system of the present utility model;
FIG. 2 is a schematic side view of the machine of FIG. 1;
FIG. 3 is a schematic top view of the machine of FIG. 2;
FIG. 4 is a partial side view schematic illustration of embodiment 1 of a ripping system of FIG. 1;
FIG. 5 is a side view schematic illustration of a road wheel of embodiment 1 of the ripping system of FIG. 4;
FIG. 6 is a schematic side view of the connector block of embodiment 1 of the ripping system of FIG. 4;
FIG. 7 is a schematic side view of the power source integration device of example 1 of the ripping system of FIG. 1.
[ reference numerals description ]
1: the digging and anchoring integrated machine; 101: a chassis assembly; 102: a front jack anchor bolt support mechanism; 103: a side anchor bolt supporting mechanism; 104: an anchor cable support mechanism; 106: an anchor net supporting mechanism; 107: a cutting mechanism; 108: a loading mechanism; 109: an advanced drilling machine; 110: a scraper conveying device; 111: a temporary shield device; 2: a belt conveyor; 3: self-moving tail; 4: a power source integration device; 41: a roller 41;5: a walking wheel; 6: a connecting seat; 7: and a self-moving slide rail.
Detailed Description
The utility model will be better explained by the following detailed description of the embodiments with reference to the drawings. Wherein references herein to "upper", "lower", "etc. are made with reference to the orientation of fig. 1.
According to the tunneling system provided by the embodiment of the utility model, aiming at the technical problem that the existing intelligent tunneling equipment is poor in adaptability to different working conditions, as the rear-mounted power source integration device is adopted, the power mechanism originally arranged on the chassis assembly of the tunneling and anchoring integrated machine is integrated with the power source integration device, the integrated power source integration device is moved out of the chassis assembly and is backwards arranged at one end of the belt type reversed loader, and then the self-moving tail is used as a platform for synchronously moving forwards by the belt type reversed loader and the power source integration device, so that the space on the chassis assembly platform of the tunneling and anchoring integrated machine is saved, new intelligent facilities can be additionally arranged, and the intelligent performance of the equipment is improved; meanwhile, as the power mechanism originally arranged on the chassis assembly of the tunneling and anchoring integrated machine moves out of the chassis assembly, the weight of the whole tunneling and anchoring integrated machine is reduced, and as the power mechanism moves backwards to the tail part of the belt type reversed loader, the weight of system equipment is dispersed, and the adaptability to roadways with poor geological conditions such as film weakness is stronger.
In order that the above-described aspects may be better understood, exemplary embodiments of the present utility model will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present utility model are shown in the drawings, it should be understood that the present utility model may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the utility model to those skilled in the art.
Example 1:
referring to fig. 1, an embodiment of the present utility model provides a tunneling system, which is used in coal mining production, and in order to improve adaptability of the coal mining tunneling system, the tunneling system includes a tunneling and anchoring integrated machine 1, a belt type reversed loader 2, a self-moving tail 3 and a power source integration device 4, one end of the belt type reversed loader 2 is detachably connected with the tunneling and anchoring integrated machine 1, the other end is detachably connected with the power source integration device 4, the power source integration device 4 includes hydraulic assemblies, electric assemblies, a centralized control room, a net machine and other components of the tunneling and anchoring integrated machine 1, working power can be transmitted from the power source integration device 4 to the tunneling and anchoring integrated machine 1 through a cable assembly, one end of the cable assembly is connected with the power source integration device 4, the other end of the cable assembly is connected with the tunneling and anchoring integrated machine 1, the cable assembly is erected on one side of the belt type reversed loader 2, and the working power includes driving, supporting, transporting and other power, as in the prior art, and the details will not be given here; the self-moving tail 3 can move along the tunneling direction of the tunneling and anchoring integrated machine 1 relative to the ground, the self-moving tail 3 can be a walking self-moving tail, the self-moving tail 3 is arranged below the belt conveyor 2, the tail of the belt conveyor 2 and the power source integrated device 4 can move above the self-moving tail 3, and the belt conveyor 2 and the power source integrated device 4 behind the self-moving tail are driven to synchronously move on the self-moving tail 3 along with the forward tunneling of the tunneling and anchoring integrated machine 1; when the belt conveyor 2 and the power source integration device 4 move to the front end position of the self-moving tail 3, the self-moving tail 3 moves forward once, and the above operation is repeated in the whole tunneling process, namely the rear-mounted power source integration device 4 is completed while the whole system work is not influenced; the power mechanism (power source integration device 4) originally positioned on the excavating and anchoring integrated machine 1 is moved backwards to the rear of the belt type reversed loader 2, so that on one hand, the weight of the whole machine of the excavating and anchoring integrated machine 1 is reduced along with the backward movement of the power mechanism to the tail position of the belt type reversed loader 2, the weight of system equipment is dispersed, the roadway adaptability to poor geological conditions such as film weakness is stronger, on the other hand, the space on the chassis assembly 101 platform of the excavating and anchoring integrated machine 1 is saved, and other new intelligent facilities can be additionally arranged in the vacated space, so that the intelligent performance of equipment is further improved.
The coal breaking and loading processes can be completed by the excavating and anchoring integrated machine 1, and the supporting of a roadway can be synchronously completed; the belt conveyor 2 is used for conveying coal blocks backwards and simultaneously serves as a traction mechanism of the power source integration device 4 and a supporting structure of the cable assembly; the self-moving tail 3 can further assist in transferring the coal blocks passing through the belt conveyor 2 outwards, and meanwhile, the self-moving tail 3 is used as a support and moving carrier of the power source integration device 4; the above satisfies the arrangement in which the power source integration device 4 is moved backward while not affecting the normal operation of each portion.
In addition, after the power source integration device 4 is moved to the rear, in order to better describe the structural change of the tunnel-anchor integrated machine 1, the following description is first made on the general main structure of the tunnel-anchor integrated machine 1: the cutting mechanism 107 is positioned in front of the middle part of the chassis assembly 101, the loading mechanism 108 is positioned below the cutting mechanism 107, the loading mechanism 108 is used for containing the blanking of the cutting mechanism 107, and the temporary shield device 111 is positioned above the cutting mechanism 107 to play a role in protection; the lead drill 109 is located in the middle of the chassis assembly 101 above the cutting mechanism 107 and the blade conveyor 110 is disposed in an upper position in the middle of the chassis.
Referring to fig. 2 and 3, the tunneling and anchoring integrated machine 1 includes a chassis assembly 101, two front top anchor bolt supporting mechanisms 102, two anchor rope supporting mechanisms 104 and two side anchor bolt supporting mechanisms 103, wherein the two front top anchor bolt supporting mechanisms 102 are oppositely arranged at two lateral edges of the upper surface of the front end of the chassis assembly 101, the two front top anchor bolt supporting mechanisms 102 complete supporting work of partial top anchor bolts from two sides of the tunneling and anchoring integrated machine 1, especially when the number of top anchor bolts required to be supported is relatively large, the two front top anchor bolt supporting mechanisms 102 cannot complete supporting work of top anchor bolts of the whole section in the tunneling process of the tunneling and anchoring integrated machine 1, at this time, the two anchor rope supporting mechanisms 104 need to cooperate with the two anchor rope supporting mechanisms 104 to support the rest top anchor bolts of the whole section so as to complete supporting work of top anchor bolts of the whole section, for example, when the anchor integrated machine 1 continues to travel, the two anchor rope supporting mechanisms 104 reach the position of top anchor bolts which are not completed, and the number of top anchor bolts of the whole section can of course be directly supported by the two top anchor bolts is smaller than that of the top anchor bolts required to complete supporting work of the whole section in the tunneling and anchoring integrated machine 1; in addition, in order to complete the upper anchor supporting work of the whole section, two upper anchor supporting mechanisms 103 are oppositely arranged at two lateral edges of the upper surface of the middle part of the chassis assembly 101, the two upper anchor supporting mechanisms 103 respectively complete the supporting work of the upper anchor rods from two sides of the excavating and anchoring integrated machine 1, in order to facilitate the upper anchor supporting mechanisms 103 to align supporting positions (sections where top anchor supporting is already completed) in the advancing process of the excavating and anchoring integrated machine 1, the same side of the excavating and anchoring integrated machine 1 is used for explaining, the distance between the upper anchor supporting mechanisms 103 and the front top anchor supporting mechanisms 102 in the advancing direction of the excavating and anchoring integrated machine 1 is matched with the row distance of roadway supporting, namely, the distance between two adjacent supporting positions is for example, the row distance is 1 meter, then the distance between the upper anchor supporting mechanisms 103 and the front top anchor supporting mechanisms is an integral multiple of 1 meter, so that the upper anchor supporting mechanisms 103 just correspond to the sections where top anchor supporting is already completed, and the two anchor supporting mechanisms can complete the whole anchor supporting of the top anchor rod supporting mechanism 104, namely, the two anchor supporting mechanisms can complete the whole section supporting of the top anchor rods and the anchor supporting mechanism.
In addition, the distance between the front roof bolt support mechanism 102 and the anchor cable support mechanism 104 also imitates the distance setting mode between the upper bolt support mechanism 103 and the front roof bolt support mechanism 102, and is not described here; because the power source integrated device 4 moves backwards, the space on the chassis assembly 101 platform of the excavating and anchoring integrated machine 1 is enlarged, the front anchor rope supporting mechanism 104 and the upper anchor rope supporting mechanism 103 which are arranged on two sides of the platform in a sufficient space can realize anchor rod supporting of the whole tunnel section, the problem that the traditional excavating and anchoring integrated machine 1 cannot support a low-position anchor rod and can only complete supporting of the whole section by configuring an anchor rod transfer unit or manual work is solved, and the functions of the excavating and anchoring integrated machine 1 are effectively improved.
Referring to fig. 2 and 3, in order to further enhance the supporting function of the all-in-one machine 1, two anchor net supporting mechanisms 106 are oppositely disposed at both lateral edges of the upper surface of the chassis assembly 101, and the anchor net supporting mechanisms 106 are located between the front roof anchor supporting mechanism 102 and the upper anchor supporting mechanism 103.
Referring to fig. 4 and 5, in order to further facilitate the movement of the power source integration device 4, the front end of the power source integration device 4 is connected with the tail of the belt conveyor 2, that is, in order to facilitate the movement of the power source integration device 4 and the belt conveyor 2 on the upper portion of the self-moving tail 3, the tunneling system is further provided with a travelling wheel 5, the travelling wheel 5 is fixedly arranged below one end of the belt conveyor 2, which is close to the power source integration device 4, the travelling wheel 5 is in rolling connection with the upper portion of the self-moving tail 3, the travelling wheel 5 supports the belt conveyor 2 to drive the power source integration device 4 to move relative to the self-moving tail 3, the travelling wheel 5 is in rolling connection with the upper surface of the self-moving tail 3, and the travelling wheel 5 provides a supporting function for the belt conveyor 2 and is beneficial to the belt conveyor 2 to drive the power source integration device 4 to move relative to the self-moving tail 3.
Referring to fig. 7, in order to further facilitate the movement of the power source integration device 4 at the upper portion of the self-moving tail 3, a roller 41 is provided at the lower portion of the power source integration device 4, and the roller 41 may roll on the upper surface of the self-moving tail 3, thereby reducing the movement resistance.
Referring to fig. 6, in order to facilitate stable connection between the tunneling and anchoring integrated machine 1 and the belt type reversed loader 2, a connection seat 6 is provided between the tunneling and anchoring integrated machine 1 and the belt type reversed loader 2, one end of the connection seat 6 is hinged to the tail of the tunneling and anchoring integrated machine 1, and the other end is hinged to one end of the belt type reversed loader 2, which is close to the tunneling and anchoring integrated machine 1, so that the power source integrated device 4 is driven to stably move by the belt type reversed loader 2 in the working process of the tunneling and anchoring integrated machine 1.
Referring to fig. 1, in order to facilitate the movement of the self-moving tail 3, a self-moving rail 7 is provided below the self-moving tail 3, that is, along the direction of the tunneling of the integrated machine 1, the self-moving tail 3 can move along the self-moving rail 7.
In the description of the present utility model, it should be understood that the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium; may be a communication between two elements or an interaction between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present utility model, unless expressly stated or limited otherwise, a first feature is "on" or "under" a second feature, which may be in direct contact with the first and second features, or in indirect contact with the first and second features via an intervening medium. Moreover, a first feature "above," "over" and "on" a second feature may be a first feature directly above or obliquely above the second feature, or simply indicate that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is level lower than the second feature.
In the description of the present specification, the terms "one embodiment," "some embodiments," "examples," "particular examples," or "some examples," etc., refer to particular features, structures, materials, or characteristics described in connection with the embodiment or example as being included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
While embodiments of the present utility model have been shown and described above, it will be understood that the above embodiments are illustrative and not to be construed as limiting the utility model, and that alterations, modifications, substitutions and variations may be made in the above embodiments by those skilled in the art within the scope of the utility model.
Claims (8)
1. A tunneling system, characterized by:
comprises an excavating and anchoring integrated machine (1), a belt type reversed loader (2), a self-moving tail (3) and a power source integrated device (4);
one end of the belt type reversed loader (2) is detachably connected with the digging and anchoring integrated machine (1), and the other end of the belt type reversed loader is detachably connected with the power source integrated device (4);
the power source integration device (4) can provide working power for the tunneling and anchoring integrated machine (1);
the self-moving tail (3) can move relative to the ground along the tunneling direction of the tunneling and anchoring integrated machine (1);
the belt type reversed loader (2) and the power source integration device (4) are movably connected to the upper portion of the self-moving tail (3), and the belt type reversed loader (2) and the power source integration device (4) can move relative to the self-moving tail (3) under the driving of working power of the tunneling and anchoring integrated machine (1).
2. A ripping system as in claim 1 wherein:
the excavating and anchoring integrated machine (1) comprises a chassis assembly (101), two front top anchor rod supporting mechanisms (102) and two side anchor rod supporting mechanisms (103);
the two front top anchor rod supporting mechanisms (102) are oppositely arranged at two opposite edges of the upper part of the first end part of the chassis assembly (101) along the width direction, and the two front top anchor rod supporting mechanisms (102) can complete the top anchor rod supporting of the top of a roadway;
two group anchor bolt supporting mechanisms (103) are oppositely arranged at two opposite edges of the upper part of the chassis assembly (101) along the width direction, the group anchor bolt supporting mechanisms (103) and the front top anchor bolt supporting mechanisms (102) are spaced by a preset distance along the length direction of the chassis assembly (101), and two group anchor bolt supporting mechanisms (103) can complete group anchor bolt supporting at two sides of the lower part of a roadway.
3. A ripping system as in claim 2 wherein:
the digging and anchoring integrated machine (1) further comprises two anchor rope supporting mechanisms (104) and two anchor net supporting mechanisms (106);
the two anchor cable supporting mechanisms (104) are oppositely arranged at two opposite edges of the upper part of the second end part of the chassis assembly (101) along the width direction, the anchor cable supporting mechanisms (104) and the auxiliary anchor rod supporting mechanisms (103) are separated by a preset distance along the length direction of the chassis assembly (101), and the two anchor cable supporting mechanisms (104) can be matched with the two front top anchor rod supporting mechanisms (102) to complete the top anchor rod supporting of the top of a roadway;
the two anchor net supporting mechanisms (106) are oppositely arranged at two opposite edges of the upper part of the chassis assembly (101) along the width direction, and the anchor net supporting mechanisms (106) are positioned between the front top anchor rod supporting mechanism (102) and the upper anchor rod supporting mechanism (103).
4. A ripping system as in claim 1 wherein:
the device also comprises a travelling wheel (5);
the travelling wheel (5) is arranged below one end, close to the power source integration device (4), of the belt conveyor (2);
the travelling wheel (5) is connected to the upper portion of the self-moving tail (3) in a rolling mode, and the travelling wheel (5) supports the belt type reversed loader (2) to drive the power source integration device (4) to move relative to the self-moving tail (3).
5. A ripping system as in claim 1 wherein:
the lower part of the power source integration device (4) is provided with a roller (41), and the roller (41) is connected to the upper surface of the self-moving tail (3) in a rolling way.
6. A ripping system as in claim 1 wherein:
also include the cable assembly;
one end of the cable assembly is connected with the power source integration device (4), and the other end of the cable assembly is connected with the digging and anchoring integrated machine (1);
the cable assembly is erected on one side of the belt conveyor (2);
the cable assembly can transmit working power from the power source integration device (4) to the tunneling and anchoring integrated machine (1).
7. A ripping system as in claim 1 wherein:
also comprises a connecting seat (6);
one end of the connecting seat (6) is hinged to the tail of the tunneling and anchoring integrated machine (1), and the other end of the connecting seat is hinged to one end, close to the tunneling and anchoring integrated machine (1), of the belt type reversed loader (2).
8. A ripping system as in claim 1 wherein:
the self-moving sliding rail (7) is also included;
the self-moving sliding rail (7) is arranged below the self-moving tail (3) and extends along the tunneling direction of the tunneling and anchoring integrated machine (1), so that the self-moving tail (3) moves along the self-moving sliding rail (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321115402.7U CN219774121U (en) | 2023-05-10 | 2023-05-10 | Tunneling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321115402.7U CN219774121U (en) | 2023-05-10 | 2023-05-10 | Tunneling system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219774121U true CN219774121U (en) | 2023-09-29 |
Family
ID=88134775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321115402.7U Active CN219774121U (en) | 2023-05-10 | 2023-05-10 | Tunneling system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219774121U (en) |
-
2023
- 2023-05-10 CN CN202321115402.7U patent/CN219774121U/en active Active
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