CN115506384A

CN115506384A - Quick layering device for ice water accumulation layer

Info

Publication number: CN115506384A
Application number: CN202211471652.4A
Authority: CN
Inventors: 易小宇; 冯文凯; 李博韬; 黎一禾; 白慧林; 顿佳伟
Original assignee: Chengdu Univeristy of Technology
Current assignee: Chengdu Univeristy of Technology
Priority date: 2022-11-23
Filing date: 2022-11-23
Publication date: 2022-12-23
Anticipated expiration: 2042-11-23
Also published as: CN115506384B

Abstract

The embodiment of the application provides quick layering device of ice water accumulation layer, relates to ice water accumulation layer reconnaissance field. The quick layering device of ice water accumulation layer includes: ice water accumulates the slope and the layered assembly. The ice water accumulation body side slope comprises an ice water accumulation layer, a lower soil layer and an upper soil layer. After the construction method is used, the situation that the excavation groove collapses because the excavation groove is directly formed is reduced by firstly forming a smaller excavation groove and then extending the excavation groove. After the excavation groove extends to the required length, the telescopic expansion piece is continuously extended, the outer wall of the support is pressed on the excavation groove through the telescopic expansion piece, the resistance of the support and the excavation groove is increased, and the purpose of supporting and expanding the support piece is achieved. And excavating and layering the soil layer on the lower side of the extension supporting piece, and supporting the soil layer on the upper side by the fixed extension supporting piece, so that the condition that the soil layer on the upper side is easy to collapse during manual excavation is reduced, and the influence of the soil layer on the upper side on investigation of an ice water accumulation layer is further reduced.

Description

Quick layering device for ice water accumulation layer

Technical Field

The application relates to the technical field of investigation of ice water accumulation layers, in particular to a quick layering device of the ice water accumulation layers.

Background

In the related art, the investigation of the ice water accumulation layer is to gradually layer the slope with the ice water accumulation layer, survey the grade characteristics of the granularity in the ice water accumulation layer and record and photograph along with the layering, at present, the layering of the ice water accumulation layer is manually excavated, and during excavation, as the ice water accumulation layer is positioned between an upper soil layer and a lower soil layer, a hollowed excavation mode (a groove is formed in the upper soil layer and then gradually layered downwards through the groove) is required to be adopted, but during manual excavation, the upper soil layer is easy to collapse and is inconvenient to support the upper soil layer.

Disclosure of Invention

The present application is directed to solving at least one of the problems in the prior art. Therefore, the application provides a quick layering device of ice water accumulation layer, which has the effect of reducing the easy collapse of the soil layer on the upper part when the excavation tank is manually excavated.

According to the quick decker of frozen water accumulation layer of this application embodiment, include: ice water accumulates the slope and the layered assembly.

The ice water accumulation body side slope comprises an ice water accumulation layer, a lower soil layer and an upper soil layer, the ice water accumulation layer is located between the lower soil layer and the upper soil layer, an excavation groove is formed in the upper soil layer, the layering assembly comprises an expansion support piece, a telescopic expansion piece and telescopic support legs, the expansion support piece comprises two supports and two sliding connection portions, the supports are U-shaped plates, an opening of one support is inserted into one end of each of the two sliding connection portions in a sliding mode, an opening of the other support is inserted into the other end of each of the two sliding connection portions in a sliding mode, two ends of the telescopic expansion piece are fixedly connected to the inner walls of the two supports, the outer walls of the two supports are tightly pressed on two sides of the excavation groove, the telescopic support legs are arranged in two groups, the two groups of telescopic support legs are respectively arranged on the upper sides of the interiors of the two supports, the lower ends of the two groups of telescopic support legs penetrate through the lower sides of the interiors of the supports, and the lower ends of the telescopic support legs are tightly pressed at the bottom end of the excavation groove.

According to some embodiments of the application, the inner walls at both ends of the sliding connection part are in threaded connection with compression bolts, and the compression bolts can be compressed on the support.

According to some embodiments of the application, the sliding connection portion includes a sliding sleeve and a mounting plate fixedly connected to both ends of an inner side of the sliding sleeve, and the pressing bolt is threadedly connected to the mounting plate.

According to some embodiments of the application, the telescopic expansion piece comprises an expansion sleeve and two threaded rods, the two threaded rods are respectively inserted into the expansion sleeve in a threaded manner, and one ends of the two threaded rods, which are far away from the expansion sleeve, are fixedly connected to the inner wall of the support.

According to some embodiments of the application, the inner wall of the bracket is fixedly connected with a fixing sleeve, the threaded rod is inserted into the fixing sleeve, and the fixing sleeve is slidably inserted with a connecting pin which penetrates through the threaded rod.

According to some embodiments of the application, the fixed sleeve comprises a first cylinder and a first connection plate, the first connection plate is fixedly sleeved on the outer wall of one end of the first cylinder, and the first connection plate is fixedly connected to the inner wall of the support.

According to some embodiments of the present application, the connecting pin includes a pin body and a pull ring fixedly connected to an end of the pin body.

According to some embodiments of the application, a hinge rod is slidably sleeved on the extension sleeve.

According to some embodiments of the application, the hinge rod includes a rod body and a stopper, the stopper fixed connection in rod body one end.

According to some embodiments of the present application, an anti-slip sleeve is fixedly sleeved on one end of the rod body, which is far away from the limiting block.

According to some embodiments of the present application, the telescopic support leg comprises two first telescopic rods, two second telescopic rods, a support rod and a plurality of extension rods, two of the upper ends of the first telescopic rods are fixedly connected to both ends of the upper side inside the support frame, two of the upper ends of the second telescopic rods are fixedly connected to both ends of the upper side inside the support frame, two of the second telescopic rods are located between the two first telescopic rods, the support rod is connected to two of the first telescopic rods and two of the lower ends of the second telescopic rods through a pin, a plurality of the extension rods are connected to each other through a pin, the two ends of the extension rods after connection are connected to the support rod and the first telescopic rods and the second telescopic rods through a pin, both upper sides inside the support frame are provided with a side protection member, the telescopic protection member is located between two side protection members, the side protection member comprises two third telescopic rods, two fourth telescopic rods, a plurality of the first protection plate and a plurality of the second telescopic rods, two of the upper ends of the third telescopic rods are fixedly connected to both ends of the upper side protection member, two of the upper end of the first telescopic rod is connected to one side of the support frame, the first telescopic connecting sleeve is connected to one side of the support frame, and the two upper connecting plate bodies are connected to one side connecting sleeve connecting plate bodies, and the two telescopic connecting sleeves connected to one side connecting sleeve connecting plate bodies, the output of third telescopic link lower extreme can through round pin hub connection in the second connecting sleeve, the second guard plate includes the second plate body, two fourth connecting sleeves, two fifth connecting sleeves and two sixth connecting sleeves, two fourth connecting sleeve fixed connection in the both ends of first plate body upper portion one side, four connecting sleeves pass through bolted connection in the third connecting sleeve, two fifth connecting sleeve fixed connection in the both ends of first plate body upper portion one side, two the fifth connecting sleeve is located two the fourth connecting sleeve is outside, the output of fourth telescopic link lower extreme can through round pin hub connection in fifth connecting sleeve, two sixth connecting sleeve fixed connection in the both ends of first plate body lower part one side, the sixth connecting sleeve can through bolted connection in first connecting sleeve, first guard plate with interconnect between the second guard plate is a plurality of first guard plate and a plurality of the second guard plate sets up in an interlaced manner.

According to some embodiments of the application, a pressure-distributing plate is fixedly connected to the bottom end of the support rod.

According to some embodiments of the application, a cutter head is fixedly connected to the second plate body at the bottom end of the two side protection pieces, and the cutter head is fixedly connected to the sixth connecting sleeve at the lower end of the second plate body.

According to some embodiments of this application, two side protection piece bottom be provided with interior protection piece between the second plate body, interior protection piece includes third protection board, two connecting blocks, four spacing portions, a plurality of expansion board and connecting bolt, the second plate body is close to the lateral wall fixedly connected with fixed plate of excavation tank inner wall one end, third protection board fixed connection is in two between the fixed plate, two the connecting block is fixed connection respectively in two the outer wall of support downside, spacing portion fixed connection is in two the outer wall of support downside, spacing portion is located respectively the both sides of connecting block, the expansion board includes third plate body, second connecting plate and two locating pieces, second connecting plate fixed connection in third plate body upper end, the second connecting plate pass through bolt fixed connection in the connecting block, two locating piece fixed connection in third plate body upper end, spacing portion the locating piece, two third plate body top fixedly connected with two third connecting plates, two the expansion board sets up to a set of two third plate body lower extreme pass through connecting bolt connect in the third protection board lateral wall, a set of expansion board top can pass through connecting bolt connection in a set of third connection in the third protection blade body lower extreme is located by the third blade body, the extension blade is located the third blade body lower extreme respectively.

According to some embodiments of the application, the spacing portion includes a fixing block and a spacing pin, the fixing block is fixedly connected to an outer wall of the lower side of the bracket, the spacing pin is fixedly connected to the fixing block, and the spacing pin blocks the positioning block.

The beneficial effect of this application is: when ice water accumulation layer layering is required, an excavation groove is formed in an upper soil layer, the accommodated expansion support member and the telescopic expansion member are placed in the excavation groove, the excavation is carried out to extend the length of the excavation groove, and the telescopic expansion member is extended accordingly. The support extends out of the sliding connection part along with the support, the size of the expanding support is increased, and in the process that the digging groove is prolonged to dig, the digging groove is protected through the expanding support, so that the condition that the digging groove collapses is reduced. After the construction method is used, the situation that the excavation groove collapses because the excavation groove is directly formed is reduced by firstly forming a smaller excavation groove and then extending the excavation groove. After the excavation groove extends to the required length, the telescopic expansion piece is continuously extended, the outer wall of the support is pressed on the excavation groove through the telescopic expansion piece, the resistance of the support and the excavation groove is increased, and the purpose of supporting and expanding the support piece is achieved. And excavating and layering the soil layer on the lower side of the extension supporting piece, and supporting the soil layer on the upper side by the fixed extension supporting piece, so that the condition that the soil layer on the upper side is easy to collapse during manual excavation is reduced, and the influence of the soil layer on the upper side on investigation of an ice water accumulation layer is further reduced.

Additional aspects and advantages of the present application will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the present application.

Drawings

To more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments of the present application will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and that those skilled in the art can also obtain other related drawings based on the drawings without inventive efforts.

Fig. 1 is a schematic perspective view of a rapid layering device for an ice water accumulation layer according to an embodiment of the present application;

FIG. 2 is a schematic perspective view of a stirring assembly according to an embodiment of the present application;

FIG. 3 is a schematic perspective view of a medicated assembly according to an embodiment of the present application;

FIG. 4 is a schematic perspective view of a dosing cartridge according to an embodiment of the present application;

FIG. 5 is a schematic perspective view of a shredding knife according to an embodiment of the present application;

fig. 6 is a schematic perspective view of an elastic rod according to an embodiment of the present application;

FIG. 7 is a schematic perspective view of a canister assembly according to an embodiment of the present application;

FIG. 8 is a schematic perspective view of a dispersion umbrella component according to an embodiment of the present application;

FIG. 9 is a schematic perspective view of a water intake assembly according to an embodiment of the present application;

FIG. 10 is a perspective view of a filter cartridge according to an embodiment of the present application;

fig. 11 is a perspective view of a filter cartridge according to an embodiment of the present application;

FIG. 12 is a perspective view of a filter cartridge according to an embodiment of the present application;

fig. 13 is a perspective view of a filter cassette according to an embodiment of the present application.

Icon: 100-ice water accumulation body side slope; 110-ice water accumulation layer; 120-lower soil layer; 130-upper soil layer; 140-digging a groove; 200-a layered component; 210-an expanding support; 211-a scaffold; 212-a sliding connection; 2121-sliding sleeve; 2122-mounting a plate; 213-hold down bolts; 220-telescoping extension; 221-an expansion sleeve; 222-a threaded rod; 223-a twisting rod; 2231-a rod body; 2232-a stop block; 2233-anti-slip cover; 224-a fixed sleeve; 2241-a first cylinder; 2242-a first connection plate; 225-connecting pins; 2251-pin body; 2252-tab; 230-telescopic support legs; 231-a first telescoping rod; 232-a second telescopic rod; 233-support rods; 234-an extension rod; 235-a pressure-dividing plate; 240-side guards; 241-a third telescopic rod; 242-a fourth telescoping rod; 243-first protection plate; 2431-a first plate body; 2432-a first coupling sleeve; 2433-a second coupling sleeve; 2434-a third connecting sleeve; 244-a second guard plate; 2441-a second plate body; 2442-a fourth coupling sleeve; 2443-a fifth coupling sleeve; 2444-a sixth coupling sleeve; 245-a fixed plate; 250-a cutter head; 260-inner shield; 261-a third prevention guard plate; 262-connecting block; 263-limiting part; 2631-fixed block; 2632-limit pin; 264-expansion board; 2641-a third plate body; 2642-a second connection plate; 2643-positioning block; 2644-a third connection plate; 265-connecting bolt.

Detailed Description

The technical solutions in the embodiments of the present application will be described below with reference to the drawings in the embodiments of the present application.

To make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without making creative efforts shall fall within the protection scope of the present application.

The following describes an ice water accumulation layer rapid delamination apparatus according to an embodiment of the present application with reference to the drawings.

As shown in fig. 1 to 13, the quick layering device for an ice water accumulation layer according to an embodiment of the present application includes: the ice water accumulation body side slope 100 is a section with an ice water accumulation layer, and the layered assembly 200 is used for protecting a soil layer in the layering process of the ice water accumulation layer.

As shown in fig. 2, the ice water bank slope 100 includes an ice water bank 110, a lower soil layer 120, and an upper soil layer 130, and the ice water bank 110 is located between the lower soil layer 120 and the upper soil layer 130. An excavating groove 140 is formed in the upper soil layer 130, and specifically, the excavating groove 140 can be excavated manually.

As shown in fig. 3 and 4, the layered assembly 200 includes an expansion support 210, a telescopic expansion member 220, and a telescopic support leg 230, the expansion support 210 including two brackets 211 and two sliding connections 212, the brackets 211 being provided as U-shaped plates. The opening of one of the brackets 211 is slidably inserted into one end of each of the two sliding connection portions 212, and the opening of the other bracket 211 is slidably inserted into the other end of each of the two sliding connection portions 212. Both ends of the telescopic expansion member 220 are fixedly connected to the inner walls of the two supports 211, and the outer walls of the two supports 211 are pressed against both sides of the excavation groove 140. The telescopic support legs 230 are provided in two sets, and the two sets of telescopic support legs 230 are provided at the upper sides of the insides of the two supports 211, respectively. The lower ends of the two sets of telescopic support legs 230 penetrate through the lower side of the inside of the bracket 211, and the lower ends of the telescopic support legs 230 are pressed against the bottom end of the digging groove 140. When the ice water layer needs to be layered, the excavation groove 140 is opened in the upper soil 130, the accommodated extension stay 210 and the telescopic extension 220 are put into the excavation groove 140, and the length of the excavation groove 140 is extended by excavation, and the telescopic extension 220 is extended accordingly. The bracket 211 extends out of the sliding connection part 212, the volume of the extension support part 210 is increased, the extension support part 210 protects the excavation groove 140 during the process of prolonging the excavation of the excavation groove 140, and the condition that the excavation groove 140 collapses is reduced. After the construction method is used, the construction method adopts the steps of firstly opening the smaller excavating groove 140 and then prolonging, so that the condition that the excavating groove 140 collapses because the excavating groove 140 is directly opened is reduced. After the excavation groove 140 is extended to a desired length, the extendable extension member 220 is extended, and the outer wall of the bracket 211 is pressed against the excavation groove 140 by the extendable extension member 220, thereby increasing the resistance between the bracket 211 and the excavation groove 140, and further achieving the purpose of supporting the extension support member 210. Excavation and layering of the soil layer below the expanding support member 210 are performed, and the soil layer above the expanding support member 210 after fixing is supported, so that the condition that the soil layer above the expanding support member is easy to collapse during manual excavation is reduced, and the influence of the soil layer above the expanding support member on the investigation of the ice water accumulation layer 110 is further reduced.

The inner walls of both ends of the sliding connection part 212 are threadedly connected with the pressing bolt 213, and the pressing bolt 213 can be pressed against the bracket 211. After the bracket 211 is pressed against the excavation groove 140, the pressing bolt 213 is tightened to press and fix the bracket 211 and the slide connection portion 212. The sliding coupling portion 212 includes a sliding sleeve 2121 and a mounting plate 2122, the mounting plate 2122 is fixedly coupled to both ends of the inner side of the sliding sleeve 2121, and the compression bolt 213 is threadedly coupled to the mounting plate 2122. The mounting of the pressure bolt 213 is performed by the mounting plate 2122.

As shown in fig. 5, the telescopic expansion member 220 includes an expansion sleeve 221 and two threaded rods 222, the two threaded rods 222 are respectively threaded into the expansion sleeve 221, and one ends of the two threaded rods 222 far from the expansion sleeve 221 are fixedly connected to the inner wall of the bracket 211. When the extension sleeve 221 is rotated, the two threaded rods 222 extend out of the extension sleeve 221 at the same time by the principle of thread transmission, so as to extend the telescopic extension member 220, and when the telescopic extension member 220 is shortened, the extension sleeve 221 is rotated in the opposite direction. A fixed sleeve 224 is fixedly connected to the inner wall of the bracket 211, the threaded rod 222 is inserted into the fixed sleeve 224, a connecting pin 225 is slidably inserted into the fixed sleeve 224, and the connecting pin 225 penetrates through the threaded rod 222. When the telescopic expansion piece 220 needs to be stored, the connecting pin 225 is pulled out, the expansion sleeve 221 is rotated, the threaded rod 222 is retracted into the expansion sleeve 221, and when the threaded rod 222 is pulled out of the fixed sleeve 224, the threaded rod 222 can be communicated with the expansion sleeve 221 and taken down, so that the storage is convenient.

As shown in fig. 6, the fixing sleeve 224 includes a first barrel 2241 and a first connecting plate 2242, the first connecting plate 2242 is fixedly connected to the outer wall of one end of the first barrel 2241, wherein the first connecting plate 2242 and the first barrel 2241 are integrated, the first connecting plate 2242 is fixedly connected to the inner wall of the support 211, specifically, the first connecting plate 2242 is fixedly connected to the inner wall of the support 211 through bolts, and the first barrel 2241 is conveniently installed through the first connecting plate 2242. The connecting pin 225 includes a pin body 2251 and a pull ring 2252, the pull ring 2252 being fixedly connected to the end of the pin body 2251, whereby the pull ring 2252 facilitates the application of force to the pin body 2251 to withdraw the pin body 2251 out of the fixing sleeve 224 and the threaded rod 222.

As shown in fig. 7, a hinge rod 223 is slidably sleeved on the extension sleeve 221, and the extension sleeve 221 is rotated by the hinge rod 223. The hinge rod 223 comprises a rod body 2231 and a limiting block 2232, the limiting block 2232 is fixedly connected to one end of the rod body 2231, and the limiting block 2232 reduces the occurrence of the situation that one end of the rod body 2231 is separated from the extension sleeve 221. The anti-slip sleeve 2233 is fixedly sleeved at one end of the rod body 2231, which is far away from the limiting block 2232, and the anti-slip sleeve 2233 reduces the occurrence of the slipping of the hand in the process of rotating the rod body 2231.

As shown in fig. 8, in the related art, the top of the excavation tank is supported by the support and the sliding connection portion, and then the layering operation is performed toward the lower side of the excavation tank, the ice water accumulation layers are separated layer by layer, and the characteristics of the granularity of the ice water accumulation layers are recorded and analyzed.

In order to solve the technical problem, the invention further adopts the technical scheme that: the telescopic support leg 230 includes two first telescopic bars 231, two second telescopic bars 232, a support bar 233, and a plurality of expansion bars 234. Two first telescopic link 231 upper ends fixed connection in the both ends of the inside upside of support 211, two second telescopic link 232 upper ends fixed connection in the both ends of the inside upside of support 211, preferably, first telescopic link 231 and second telescopic link 232 upper end all pass through bolt fixed connection in support 211. The two second telescopic rods 232 are located between the two first telescopic rods 231, and the support rod 233 is connected to the lower ends of the two first telescopic rods 231 or the two second telescopic rods 232 through a pin shaft. The plurality of extension rods 234 may be connected to each other by a pin, and both ends of the connected extension rods 234 may be connected between the support rod 233 and the first and

second extension rods

231 and 232 by pins. When the enough erection bracing pole 233 of degree of depth that excavates the excavation tank downside, connect bracing piece 233 in first telescopic link 231, start first telescopic link 231, first telescopic link 231 drives bracing piece 233 and props up the excavation tank downside. When the downward layering depth of the excavation groove deepens, the lower end of the extension rod 234 is connected to the support rod 233 through the pin shaft, the upper end of the extension rod 234 is connected to the second telescopic rod 232 through the pin shaft, the second telescopic rod 232 is started, the support rod 233 on the second telescopic rod 232 is used for supporting, the extension rod 234 is additionally arranged on the first telescopic rod 231, and therefore the support rod 233 is continuously lengthened. Excavate the excavation in-process of groove, excavate through first telescopic link 231 and second telescopic link 232 continuous downwards of mutually supporting, when both excavating first telescopic link 231 lower extreme, second telescopic link 232 supports, when excavating second telescopic link 232 lower extreme, first telescopic link 231 supports, through the continuous support that supports of telescopic support leg 230, reduces the condition that the support dropped. The bottom ends of the support rods 233 are fixedly connected with the pressure dividing plates 235, and the support rods 233 can support the lower side of the digging groove conveniently through the pressure dividing plates 235.

As shown in fig. 9, side protection members 240 are disposed at upper sides of the insides of the two brackets 211, the telescopic support legs 230 are located between the two side protection members 240, and the side protection members 240 include two third telescopic rods 241, two fourth telescopic rods 242, a plurality of first protection plates 243, and a plurality of second protection plates 244. The upper ends of the two third telescopic bars 241 are fixedly connected to the two ends of the upper side inside the bracket 211. The upper ends of the two fourth telescopic rods 242 are fixedly connected to the two ends of the upper side inside the bracket 211, preferably, the upper ends of the third telescopic rod 241 and the fourth telescopic rod 242 are fixedly connected to the bracket 211 through bolts, and the third telescopic rod 241 is located between the two fourth telescopic rods 242.

As shown in fig. 10, the first shield plate 243 includes a first plate body 2431, two first coupling sleeves 2432, two second coupling sleeves 2433, and two third coupling sleeves 2434. Two first connecting sleeves 2432 are fixedly connected to two ends of one side of the upper portion of the first plate body 2431, two third connecting sleeves 2434 are fixedly connected to two ends of one side of the lower portion of the first plate body 2431, and the first connecting sleeves 2432 and the third connecting sleeves 2434 are correspondingly arranged. Two second connecting sleeves 2433 are fixedly connected to two ends of one side of the upper portion of the first plate 2431, and it should be noted that the first connecting sleeve 2432, the second connecting sleeve 2433, the third connecting sleeve 2434 and the first plate 2431 are fixed by welding or integrally. The output of third telescopic link 241 lower extreme can be through round pin hub connection in second connecting sleeve 2433, and concrete connection mode does, and second connecting sleeve 2433 cup joints in third telescopic link 241, passes second connecting sleeve 2433, third telescopic link 241 output with the round pin axle, and threaded connection is in first plate body 2431 behind the round pin axle passes third telescopic link 241.

As shown in fig. 11, the second fender 244 includes a second plate body 2441, two fourth connecting sleeves 2442, two fifth connecting sleeves 2443, and two sixth connecting sleeves 2444. Two fourth coupling sleeves 2442 are fixedly coupled to both ends of one side of the upper portion of the first plate 2431, and the fourth coupling sleeves 2442 are coupled to the third coupling sleeves 2434 by bolts. Two fifth connect bushes 2443 are fixedly connected to both ends of one side of the upper portion of the first plate 2431, and the two fifth connect bushes 2443 are located outside the two fourth connect bushes 2442. The output end of the lower end of the fourth telescopic rod 242 can be connected to the fifth connecting sleeve 2443 through a pin, and the two sixth connecting sleeves 2444 are fixedly connected to two ends of one side of the lower portion of the first plate 2431, and it should be noted that the fourth connecting sleeve 2442, the fifth connecting sleeve 2443, the sixth connecting sleeve 2444 and the second plate 2441 are fixed by welding or by an integral method. The sixth connecting sleeve 2444 can be connected to the first connecting sleeve 2432 by a bolt that is threaded into the fourth connecting sleeve 2442 after passing through the third connecting sleeve 2434. The first and

second guard plates

243 and 244 are connected to each other, and particularly, to each other by upper and

fourth coupling sleeves

2434 and 2442. The plurality of first guard plates 243 and the plurality of second guard plates 244 are staggered. When the excavation tank is excavated downwards, the second plate body 2441 is connected to the fourth telescopic rod 242, the fourth telescopic rod 242 is started, the fourth telescopic rod 242 drives the second plate body 2441 to penetrate through the support 211, and then the second plate body 2441 is driven to be inserted into the soil layer on the lower side of the excavation tank. When the second plate body 2441 encounters a hard stone during the penetration, it is supported by the telescopic support legs 230 and excavated downward until the stone is excavated. The second plate body 2441 continues to be extended downwards, the second plate body 2441 and the telescopic supporting legs 230 can provide supporting force for the support 211, the falling of the support 211 is reduced, and meanwhile, the lower side of the excavation groove is layered along with the extension protection of the second plate body 2441. The two sides of the excavation groove are supported by the second plate body 2441, so that the collapse of the two sides of the excavation groove is reduced. When the stroke of the fourth telescopic rod 242 reaches the maximum value, the telescopic support leg 230 supports the bracket 211, the connection between the fourth telescopic rod 242 and the second plate 2441 is released, the lower end of the first plate 2431 is connected to the upper end of the second plate 2441, and the upper end of the first plate 2431 is connected to the third telescopic rod 241. The third telescopic rod 241 is started to drive the first plate 2431 to go deep downwards, and when the stroke of the third telescopic rod 241 reaches the maximum value, another first plate 2431 is installed. The number of the first protection plate 243 and the second protection plate 244 is continuously increased as the excavation groove is deepened, and the ice water accumulation layer is continuously layered as the excavation groove is layered downwards, and simultaneously, the influence caused by soil layer collapse is reduced. The condition that the construction time is prolonged due to collapse is also reduced, and the purpose of quickly layering an ice water accumulation layer is further achieved. The cutter head 250 is fixedly connected to the second plate 2441 at the bottom ends of the two side protection members 240, and the cutter head 250 is fixedly connected to a sixth connecting sleeve 2444 at the lower end of the second plate 2441, and preferably, the cutter head 250 is fixedly connected to the sixth connecting sleeve 2444 by a pin. In the process that the second plate body 2441 penetrates into the soil layer, the soil layer is broken through the cutter head 250, and the second plate body 2441 can conveniently penetrate into the soil layer.

As shown in fig. 12, in the related art, when the layering work is performed on the lower side of the excavation tank, the soil layer on the inner side wall of the excavation tank is easily collapsed during the excavation and is not easily protected, and when the protection is performed on both sides of the excavation tank by the first protection plate 243 and the second protection plate 244, the two second protection plates 244 at the bottom end are separated from each other and lack corresponding support, and the second protection plate 244 at the bottom end is easily deformed due to the compression of the soil layer.

Therefore, the inventor has long-term practical research to solve the technical problem. Specifically, an inner shielding member 260 is disposed between the second plate bodies 2441 at the bottom ends of the two side shielding members 240. The inner guard 260 includes a third guard plate 261, two connection blocks 262, four position restricting portions 263, a plurality of expansion plates 264, and connection bolts 265. The second plate body 2441 is fixedly connected with fixing plates 245 near the side wall of one end of the inner wall of the digging groove 140, the third protection plate 261 is fixedly connected between the two fixing plates 245, and specifically, the third protection plate 261 is fixedly connected between the second plate body 2441 through bolts. Two connecting block 262 are fixed connection respectively in the outer wall of two supports 211 downside, and spacing portion 263 fixed connection is in the outer wall of two supports 211 downside, and spacing portion 263 is located the both sides of connecting block 262 respectively.

As shown in fig. 13, the expansion plate 264 includes a third plate 2641, a second connecting plate 2642 and two positioning blocks 2643, the second connecting plate 2642 is fixedly connected to the upper end of the third plate 2641, and the second connecting plate 2642 is fixedly connected to the connecting block 262 by bolts. The two positioning blocks 2643 are fixedly connected to the upper end of the third plate 2641, the limiting portion 263 blocks the positioning blocks 2643, and two third connecting plates 2644 are fixedly connected to the top end of the third plate 2641. The two expansion plates 264 are provided in a set, the lower ends of the two third plate bodies 2641 are connected to the side walls of the upper ends of the third prevention plates 261 by connection bolts 265, and the third connection plates 2644 of the upper ends of one set of expansion plates 264 are connected to the third plate bodies 2641 of the lower ends of the other set of expansion plates 264 by connection bolts 265. The cutter head 250 is composed of three blades, which are respectively located at the lower ends of the second plate 2441 and the third plate 2641. When the second plate 2441 at the bottom end completely extends out of the bracket 211 and the second plate 2441 is excavated on the lower side of the bracket 211 and exposed, the two ends of the third protection plate 261 are fixed to the fixing plate 245, and meanwhile, the second connecting plate 2642 on the third plate 2641 is connected to the connecting block 262, and meanwhile, the limiting portion 263 blocks the positioning block 2643, thereby achieving the purpose of fixing the third plate 2641. And then, the third plate 2641 at the other end is installed, after the two third plates 2641 are installed, the layering operation is continuously performed downwards, the third plate 2641 falls along with the second plate 2441, after the lower end of the third plate 2641 corresponds to the third connecting plate 2644, the third plate 2641 and the third connecting plate 2644 are fixed by bolts, the connection between the second connecting plate 2642 and the connecting block 262 is released, and after the third plate 2641 continuously moves downwards. When the second connecting plate 2642 and the connecting block 262 are separated, another set of two third plates 2641 is mounted. When carrying out frozen water accumulation layer layering operation along with the excavation of excavation tank downwards, the continuous increase of third plate body 2641, support the excavation tank inner wall through third prevention guard plate 261 and third plate body 2641, reduce the collapse of excavation tank inner wall, and then reduce the influence that causes frozen water accumulation layer layering because of collapsing of excavation tank inner wall, can form stable structure with two second plate body 2441 reciprocal anchorage in bottom through this structural third prevention guard plate 261, when reducing second plate body 2441 downstream, the compression of soil layer is to the influence that second plate body 2441 warp. The stopper 263 includes a fixing block 2631 and a stopper pin 2632, the fixing block 2631 is fixedly connected to an outer wall of the lower side of the bracket 211, the stopper pin 2632 is fixedly connected to the fixing block 2631, and the stopper pin 2632 blocks the positioning block 2643.

Specifically, the working principle of the quick layering device for the ice water accumulation layer is as follows: when the ice water layer needs to be layered, the excavation groove 140 is opened in the upper soil 130, the accommodated extension stay 210 and the telescopic extension 220 are put into the excavation groove 140, and the length of the excavation groove 140 is extended by excavation, and the telescopic extension 220 is extended accordingly. The bracket 211 extends out of the sliding connection part 212, the volume of the extension support 210 is increased, the extension support 210 protects the excavation groove 140 during the process of extending excavation of the excavation groove 140, and the situation that the excavation groove 140 collapses is reduced. After the construction method is used, the situation that the digging groove 140 collapses because the digging groove 140 is directly formed is reduced by firstly forming the smaller digging groove 140 and then extending. After the excavation groove 140 is extended to a desired length, the extendable extension member 220 is extended, and the outer wall of the bracket 211 is pressed against the excavation groove 140 by the extendable extension member 220, thereby increasing the resistance between the bracket 211 and the excavation groove 140, and further achieving the purpose of supporting the extension support member 210. Excavation and layering of the soil layer below the extension support member 210 are performed, the soil layer on the upper portion is supported by the fixed extension support member 210, the situation that the soil layer on the upper portion is prone to collapse during manual excavation is reduced, and the influence of the soil layer on the upper portion on investigation of the ice water accumulation layer 110 is further reduced.

When the digging depth of the lower side of the digging groove is enough to install the support rod 233, the support rod 233 is connected to the first telescopic rod 231, the first telescopic rod 231 is started, and the first telescopic rod 231 drives the support rod 233 to support the lower side of the digging groove. When the downward layering depth of the excavation groove deepens, the lower end of the extension rod 234 is connected to the support rod 233 through the pin shaft, the upper end of the extension rod 234 is connected to the second telescopic rod 232 through the pin shaft, the second telescopic rod 232 is started, the support rod 233 on the second telescopic rod 232 is used for supporting, the extension rod 234 is additionally arranged on the first telescopic rod 231, and therefore the support rod 233 is continuously lengthened. Excavate the excavation in-process of groove, excavate through first telescopic link 231 and second telescopic link 232 continuous downwards of mutually supporting, when both excavating first telescopic link 231 lower extreme, second telescopic link 232 supports, when excavating second telescopic link 232 lower extreme, first telescopic link 231 supports, through the continuous support that supports of telescopic support leg 230, reduces the condition that the support dropped.

When the excavation tank is excavated downwards, the second plate body 2441 is connected to the fourth telescopic rod 242, the fourth telescopic rod 242 is started, the fourth telescopic rod 242 drives the second plate body 2441 to penetrate through the support 211, and then the second plate body 2441 is driven to be inserted into the soil layer on the lower side of the excavation tank. When the second plate body 2441 encounters a hard stone during the penetration, it is supported by the telescopic support legs 230 and excavated downward until the stone is excavated. The second plate body 2441 continues to be extended downwards, the second plate body 2441 and the telescopic supporting legs 230 can provide supporting force for the support 211, the falling of the support 211 is reduced, and meanwhile, the lower side of the excavation groove is layered along with the extension protection of the second plate body 2441. The two sides of the excavation groove are supported by the second plate body 2441, so that the collapse of the two sides of the excavation groove is reduced. When the stroke of the fourth telescopic rod 242 reaches the maximum value, the telescopic support leg 230 supports the bracket 211, the connection between the fourth telescopic rod 242 and the second plate 2441 is released, the lower end of the first plate 2431 is connected to the upper end of the second plate 2441, and the upper end of the first plate 2431 is connected to the third telescopic rod 241. The third telescopic rod 241 is started to drive the first plate 2431 to go deep downwards, and when the stroke of the third telescopic rod 241 reaches the maximum value, another first plate 2431 is installed. The number of the first protection plate 243 and the second protection plate 244 is continuously increased as the excavation groove is deepened, and the ice water accumulation layer is continuously layered as the excavation groove is layered downwards, and simultaneously, the influence caused by soil layer collapse is reduced. The condition that the construction time is prolonged due to collapse is also reduced, and the purpose of quickly layering an ice water accumulation layer is further achieved.

When the second plate 2441 at the bottom end completely extends out of the bracket 211 and the second plate 2441 is excavated on the lower side of the bracket 211 and exposed, the two ends of the third protection plate 261 are fixed to the fixing plate 245, and meanwhile, the second connecting plate 2642 on the third plate 2641 is connected to the connecting block 262, and meanwhile, the limiting portion 263 blocks the positioning block 2643, thereby achieving the purpose of fixing the third plate 2641. And then, the third plate 2641 at the other end is installed, after the two third plates 2641 are installed, the layering operation is continuously performed downwards, the third plate 2641 falls along with the second plate 2441, after the lower end of the third plate 2641 corresponds to the third connecting plate 2644, the third plate 2641 and the third connecting plate 2644 are fixed by bolts, the connection between the second connecting plate 2642 and the connecting block 262 is released, and after the third plate 2641 continuously moves downwards. When the second connecting plate 2642 and the connecting block 262 are separated, another set of two third plates 2641 is mounted. When carrying out ice water accumulation layer layering operation along with the excavation tank is excavated downwards, the constantly increasing of third plate body 2641, strut the excavation tank inner wall through third prevention backplate 261 and third plate body 2641, reduce the collapse of excavation tank inner wall, and then reduce the influence that causes ice water accumulation layer layering because of collapsing of excavation tank inner wall, can form stable structure with two second plate body 2441 reciprocal anchorages of bottom through this structural third prevention backplate 261, when reducing second plate body 2441 downstream, the influence that the compression of soil layer warp second plate body 2441.

It should be noted that the first telescopic rod 231, the second telescopic rod 232, the third telescopic rod 241 and the fourth telescopic rod 242 are all set as electric push rods, the specific model and specification of the electric push rods need to be determined by type selection according to the actual specification and the like of the device, and the specific type selection calculation method adopts the prior art in the field, so detailed burdens are not needed.

The power supply and the principle of the first, second, third and fourth

telescopic rods

231, 232, 241 and 242 will be clear to those skilled in the art, and will not be described in detail herein.

The above description is only an example of the present application and is not intended to limit the scope of the present application, and various modifications and changes may be made to the present application by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present application shall be included in the protection scope of the present application. It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined or explained in subsequent figures.

Claims

1. Quick layering device of frozen water accumulation layer, its characterized in that includes:

the ice water accumulation body side slope (100) comprises an ice water accumulation layer (110), a lower soil layer (120) and an upper soil layer (130), wherein the ice water accumulation layer (110) is positioned between the lower soil layer (120) and the upper soil layer (130), and an excavating groove (140) is formed in the upper soil layer (130);

the layered assembly (200), the layered assembly (200) includes an extension support (210), a telescopic extension piece (220) and telescopic support legs (230), the extension support (210) includes two brackets (211) and two sliding connection parts (212), the brackets (211) are set to be U-shaped plates, one of the brackets (211) is inserted into the two sliding connection parts (212) at one end in a sliding manner at an opening, the other bracket (211) is inserted into the two sliding connection parts (212) at the other end in a sliding manner at an opening, two ends of the telescopic extension piece (220) are fixedly connected to the inner walls of the two brackets (211), the outer walls of the two brackets (211) are pressed on two sides of the excavation groove (140), the telescopic support legs (230) are set to be two groups, the two groups of telescopic support legs (230) are respectively arranged on the upper sides of the two brackets (211), the lower ends of the two groups of telescopic support legs (230) penetrate through the lower sides of the inner parts of the brackets (211), and the lower ends of the telescopic support legs (230) are pressed on the bottom end of the excavation groove (140).

2. The quick layering device for the ice water accumulation layer as claimed in claim 1, wherein the inner walls of the two ends of the sliding connection part (212) are in threaded connection with compression bolts (213), and the compression bolts (213) can be compressed on the bracket (211).

3. The apparatus for rapidly layering an ice-water stacked layer according to claim 2, wherein the sliding connection part (212) comprises a sliding sleeve (2121) and a mounting plate (2122), the mounting plate (2122) is fixedly connected to both ends of the inner side of the sliding sleeve (2121), and the compression bolt (213) is threadedly connected to the mounting plate (2122).

4. The quick layering device for the ice water accumulation layer as claimed in claim 1, wherein the telescopic expansion member (220) comprises an expansion sleeve (221) and two threaded rods (222), the two threaded rods (222) are respectively inserted into the expansion sleeve (221) in a threaded manner, and one ends of the two threaded rods (222) far away from the expansion sleeve (221) are fixedly connected to the inner wall of the bracket (211).

5. The quick layering device for the ice water accumulation layer as claimed in claim 4, wherein a fixing sleeve (224) is fixedly connected to the inner wall of the bracket (211), the threaded rod (222) is inserted into the fixing sleeve (224), a connecting pin (225) is slidably inserted into the fixing sleeve (224), and the connecting pin (225) penetrates through the threaded rod (222).

6. The quick layering device for ice water accumulation layers as claimed in claim 5, wherein the fixing sleeve (224) comprises a first barrel body (2241) and a first connecting plate (2242), the first connecting plate (2242) is fixedly sleeved on the outer wall of one end of the first barrel body (2241), and the first connecting plate (2242) is fixedly connected to the inner wall of the bracket (211).

7. The ice water accumulation layer rapid layering device according to claim 5, characterized in that the connecting pin (225) comprises a pin body (2251) and a pulling ring (2252), and the pulling ring (2252) is fixedly connected to the end of the pin body (2251).

8. The quick layering device for the ice water accumulation layer as claimed in claim 4, wherein a hinge rod (223) is slidably sleeved on the expansion sleeve (221).

9. The quick layering device for ice water accumulation layers as claimed in claim 8, wherein the hinge rod (223) comprises a rod body (2231) and a limiting block (2232), and the limiting block (2232) is fixedly connected to one end of the rod body (2231).

10. The device for rapidly layering an ice water accumulation layer as claimed in claim 9, wherein an anti-slip sleeve (2233) is fixedly sleeved on one end of the rod body (2231) far away from the limiting block (2232).