A pipe protection system that can cross a foundation pit

Abstract

This invention discloses a pipeline protection system capable of traversing a foundation pit, relating to the field of foundation pit construction technology. It includes a support base, with support seats installed on both sides of the support base. A connecting block is slidably installed in the middle of the side end face of the support seat. A hanging plate is installed at the top center of the connecting block via a connecting rod, and a support plate is installed at the bottom center of the connecting block via a connecting rod. A sliding cylinder is embedded in the middle of the side end face of the connecting block. This invention transforms the pipeline's self-weight into elastic support and protection force, supports and limits the pipeline's orientation, improves the compatibility and adaptability of the pipeline protection system, enhances the support and protection effect, and can compact and reinforce the soil on the side wall of the foundation pit. Simultaneously, it can utilize external interference impact forces to strengthen the pipeline's support and protection work, achieving multiple dispersion and absorption of external impact loads, and can offset and compensate for the pipeline's settlement within the foundation pit, preventing pipeline misalignment and damage.

Description

Technical Field

[0001] This invention relates to the field of foundation pit construction technology, specifically to a pipeline protection system that can traverse a foundation pit. Background Technology

[0002] When pipelines cross foundation pits, they are prone to deformation, stress concentration, and damage due to insufficient soil support or unstable geology. Corresponding support and protection mechanisms are needed to ensure the safety and stability of the pipeline in stages. Chinese patent discloses a pipeline protection structure for crossing foundation pits, application number: CN202320943291.2. This structure is constructed before the foundation pit is excavated and can provide double protection through steel sleeves and concrete grooves. During the later construction of the main structure, it can be integrated with the main structure and serve as a permanent support for the main structure.

[0003] However, current pipeline protection systems only provide simple rigid limiting support during pipeline use. The support and protection provided to the pipeline cannot flexibly adapt to external impact loads, nor can they provide effective support and protection based on the width, depth, and diameter of the pit. During use, the pipeline is prone to sinking and misalignment due to external disturbances, and it is also prone to breakage due to concentrated stress. Summary of the Invention

[0004] This invention provides a pipeline protection system that can traverse a foundation pit, which can effectively solve the problems of the current pipeline protection systems mentioned in the background art. During the use of the pipeline, the system only provides simple rigid limiting support, which cannot flexibly adapt to external impact loads, cannot provide effective support and protection for the pipeline according to the width, depth and diameter of the foundation pit, and the pipeline is prone to sinking and misalignment due to external disturbances during use, and the pipeline is prone to breakage due to concentrated stress during use.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a pipe protection system that can cross a foundation pit, including a support, wherein a load-bearing support structure is installed on the side end face of the support;

[0006] The load-bearing support structure includes a support base;

[0007] Support seats are installed on both sides of the support base. Connecting blocks are slidably installed on the side end faces of the support seats. A hanging plate is installed at the top of the connecting block via a connecting rod, and a support plate is installed at the bottom of the connecting block via a connecting rod.

[0008] A sliding cylinder is embedded in the side end face of the connecting block. A clamping rod is slidably embedded in one end of the sliding cylinder. A bellows is connected to the other end of the sliding cylinder. A hanging seat is installed at the end of the clamping rod.

[0009] The support has symmetrically embedded and slidably installed support rods on both sides of the end face. A round plug is installed at one end of the support rod, and a retaining strip is installed at the other end of the support rod. A reinforcing plate is slidably installed on the outside of the retaining strip.

[0010] The support base has a top cavity at the position corresponding to the hanging plate, and a bottom cavity at the position corresponding to the support plate. A connecting seat is installed at the bottom of the support base.

[0011] According to the above technical solution, a support rod is installed at the middle of the top of the card strip, a linkage piston is installed at the top of the support rod, a sliding cavity is opened inside the reinforcing plate corresponding to the position of the linkage piston, and side tubes are connected to the two end faces of the sliding cavity at the bottom position of the linkage piston.

[0012] A limiting seat is slidably installed on the top of the hanging base. A vertical box is installed on one side of the bottom end of the limiting seat. A tie rod is slidably installed in the middle of the bottom end of the vertical box. A stopper plate is installed on the top of the tie rod. A guide tube is connected to the side end face of the vertical box at the bottom position of the stopper plate. A reinforcing sliding rod is installed on one side end face of the hanging base. Several piles are evenly installed at equal intervals on the side end face of the reinforcing plate.

[0013] According to the above technical solution, an adjustment box is installed in the middle of the bottom end of the support, a vertical cylinder is slidably installed in the middle of the bottom end of the adjustment box, a top plate is installed at the top of the vertical cylinder, a threaded ring is rotatably installed at the bottom end of the vertical cylinder, a screw is threadedly installed in the middle of the bottom end of the threaded ring, and a bottom plate is installed at the bottom end of the screw.

[0014] The space between the two round plugs inside the bracket is directly connected to the space at the top of the top plate inside the bracket, and the space at the top of the top plate inside the bracket is filled with a non-Newtonian fluid.

[0015] According to the above technical solution, the support and the round plug fit together, the force-bearing area of ​​the support plate is greater than the force-bearing area of ​​the hanging plate, the volume of the bottom cavity is greater than the volume of the chamber where the round plug is located, the space inside the support between the two round plugs is connected to the bottom cavity through a connecting seat, and the bottom cavity is filled with a non-Newtonian fluid.

[0016] According to the above technical solution, the cavity inside the top cavity located at the bottom of the hanging plate is connected to the sliding cylinder through a corrugated pipe. The sliding distance of the clamping rod is equal to the sliding distance of the reinforcing sliding rod. The two hanging seats are slidably connected through the clamping rod, and the two hanging seats are centrally symmetrically arranged. The cavity inside the top cavity located at the bottom of the hanging plate is connected to the vertical box through a conduit. The vertical box is slidably connected to the hanging seat through a pull rod. The top cavity is filled with a non-Newtonian fluid.

[0017] According to the above technical solution, the cavity inside the top cavity located at the bottom of the hanging plate and the cavity inside the sliding cavity located at the bottom of the linkage piston are connected by a side tube. The force-bearing area of ​​the hanging plate is equal to the force-bearing area of ​​the linkage piston, and the sliding distance of the support rod is equal to the sliding distance of the connecting rod.

[0018] According to the above technical solution, a protective mounting mechanism is installed on the outside of the reinforcing plate, and the protective mounting mechanism includes a base plate;

[0019] The reinforcing plate has a base plate attached to its side end face. A strip seat is slidably installed on the top of the base plate. Insert tubes are symmetrically connected to both sides of the bottom end of the strip seat. A plug is installed at the bottom end of the insert tube. A reinforcing cylinder is installed on the side end face of the base plate at the position corresponding to the plug. A vertical hole is opened in the middle of the bottom end of the plug. Several ball head seats are evenly installed at equal intervals on the top of the side end face of the reinforcing cylinder. Several column cylinders are evenly installed at equal intervals on the inner sides of the two base plates at the positions corresponding to the ball head seats.

[0020] Both ends of the cylinder are fitted with sliding supports. A slider is installed at one end of the support inside the cylinder, and a threaded head is installed at the other end of the support. A threaded cylinder is installed at the end of the ball head seat. Both ends of the cylinder are fitted with sliding tubes. A double-connector is installed at the end of the sliding tube. A bottom tube is connected to one end face of the reinforcing cylinder. A connecting box is installed at the top of the bottom tube. Several threaded nozzles are evenly installed at equal intervals on the side end face of the connecting box.

[0021] A base is mounted on one side of the substrate. A guide rod is mounted on the top of the side end face of the base. A sliding box is slidably mounted on the outside of the guide rod. A threaded rod is rotatably mounted on the side end face of the base between the two guide rods. A strip plate is threadedly mounted on the outside of the threaded rod between the sliding box and the strip seat. A pressure feeding plate is slidably mounted inside the sliding box. A drive rod is rotatably mounted embedded in the middle of the side end face of the sliding box. A pumping valve is symmetrically mounted on one side end face of the sliding box on both sides of the pumping plate. A conveying pipe is connected to the other side end face of the sliding box corresponding to the pumping valve. A pressure feeding valve is mounted at the end of the conveying pipe.

[0022] According to the above technical solution, the threaded head fits into the threaded cylinder, the sliding distance of the support column is the same as the sliding distance of the slide tube, the space inside the cylinder between the two sliders is directly connected to the space inside the cylinder between the two slide tubes, the double-connector fits into the threaded nozzle, the connecting box is fixedly connected to the reinforcing cylinder, and the connecting box is connected to the space inside the reinforcing cylinder at the bottom of the support plug through the bottom tube, and the space inside the reinforcing cylinder at the top of the support plug is filled with air.

[0023] According to the above technical solution, the strip plate is slidably connected to the guide rod, the threaded rod is slidably connected to the sliding box, the space inside the sliding box located on both sides of the pressure feeding plate is connected to the inner cavity of the strip seat through the conveying pipe and the pressure feeding valve, the pumping valve and the pressure feeding valve are both one-way valves, and the drive rod is connected to the pressure feeding plate through threads.

[0024] According to the above technical solution, a pressure relief valve is installed at the top center of the strip seat, a threaded pipe is installed at one end of the strip seat, and a threaded connector is installed at the other end of the strip seat. The threaded pipe and the threaded connector fit together, and both the threaded pipe and the threaded connector have built-in on / off switches. The inner cavity of the strip seat is connected to the space at the bottom of the support plug inside the reinforcing cylinder through the insertion tube and the vertical hole.

[0025] Compared with the prior art, the advantages of the present invention are: the present invention has a scientific and reasonable structure and is safe and convenient to use;

[0026] 1. Equipped with a load-bearing support structure, this structure, through the cooperation of support seats, connecting blocks, hanging plates, brackets, connecting rods, sliding cylinders, and clamping rods, can construct an elastic and adjustable support and protection structure. This provides stable elastic support to the hangers, achieving permanent support for the pipeline and significantly improving its stability. Furthermore, the corrugated pipe's connecting and guiding function, combined with limit seats, vertical boxes, plug plates, tie rods, and guide pipes, allows for the initial conversion and utilization of pipeline gravity. It automatically adapts to the pipeline diameter, limits and locks the pipeline, and provides ample elastic support, effectively achieving comprehensive support and protection for the pipeline. This significantly improves the effectiveness of the support work and effectively prevents the pipeline from shifting due to external impacts during subsequent use.

[0027] By combining the bottom cavity, connecting seat, strut, round plug, clamp, reinforcing plate, and pile, a pit limiting structure can be constructed, which can further transform and utilize gravity, turning the pipeline's self-weight into elastic support and protection force. It can automatically limit the pipeline's orientation according to the width, depth, and diameter of the pit, greatly improving the flexibility and convenience of pipeline installation. While improving the compatibility and adaptability of the pipeline protection system, it can also enhance the support and protection effect and compact and reinforce the soil on the sidewall of the pit. At the same time, it can use external interference impact force to strengthen the pipeline's support and protection work, so that the support and protection force rises and falls synchronously with the impact load, realizing multiple dispersion and absorption of external impact loads. It can also use external impact loads to further reinforce the sidewall of the pit, improving the pipeline's stability. In addition, the communicating vessel structure formed by the top cavity, strut, linkage piston, sliding cavity, side pipe, and reinforcing sliding rod can offset and compensate for the pipeline's settlement in the pit, further enhancing the pipeline's stability and preventing pipeline misalignment damage.

[0028] 2. Equipped with a protective installation mechanism, the foundation pit reinforcement structure can be constructed through the cooperation of base plate, strip seat, insert pipe, support plug and reinforcing cylinder. In addition, the limiting and adjusting functions of base, guide rod, sliding box, threaded rod and strip plate can quickly limit and reinforce the side wall of the foundation pit during pipeline construction. It can flexibly adapt to different geological environments and construction conditions, and efficiently adapt to different foundation pit widths and depths, realizing rapid support of the foundation pit. While expanding the adaptability and effective application range of the system, it indirectly realizes the temporary protection of the pipeline, effectively ensuring the safety and stability of the pipeline during construction, and equivalently improving the effectiveness of pipeline support and protection. At the same time, the protective installation mechanism can be repeatedly recycled, effectively improving economy and environmental protection.

[0029] By combining ball head seats, column cylinders, support columns, sliders, threaded heads, and threaded cylinders, an auxiliary limiting structure can be constructed. On the one hand, it can achieve double elastic support for the base plate, improving the effectiveness of the foundation pit support work and ensuring the reliability of pipeline construction. On the other hand, it can cooperate with vertical holes, sliding pipes, double connecting pipes, bottom pipes, connecting boxes, and threaded nozzles to form a pneumatic linkage structure. In addition, with the adjustment functions of pressure delivery plates, drive rods, delivery pipes, extraction valves, and pressure delivery valves, the flexibility and convenience of the device's transportation, disassembly, and installation can be ensured, while making the base plates on both sides form a linked whole. This allows for uniform adjustment of the base plates, improving the ease of base plate installation, effectively enhancing the stress uniformity of the side walls of the foundation pit, improving the working balance of the foundation pit side wall reinforcement, and dispersing and dissipating external impact forces during construction to avoid stress concentration, greatly improving the effectiveness of protection.

[0030] In summary, this pipeline protection system can absorb and transform the gravity of the pipeline and external impact loads, providing temporary reinforcement and protection for the foundation pit during pipeline construction and permanent elastic support and protection for the pipeline during subsequent use. It can also disperse and absorb external impact forces, providing elastic locking support to the pipeline while compensating for pipeline settlement, significantly improving pipeline stability and qualitatively enhancing the pipeline's support and protection effect. Attached Figure Description

[0031] The accompanying drawings are provided to further illustrate the invention and form part of the specification. They are used together with the embodiments of the invention to explain the invention and do not constitute a limitation thereof.

[0032] In the attached diagram:

[0033] Figure 1 This is a schematic diagram of the structure of the present invention;

[0034] Figure 2 This is a schematic diagram of the load-bearing support structure of the present invention;

[0035] Figure 3 This is a schematic diagram of the reinforcement plate installation structure of the present invention;

[0036] Figure 4 This is a schematic diagram of the mounting structure of the hanging bracket of the present invention;

[0037] Figure 5 This is a schematic diagram of the connecting seat installation structure of the present invention;

[0038] Figure 6 This is a schematic diagram of the protective installation mechanism of the present invention;

[0039] Figure 7 This is a schematic diagram of the strip mounting structure of the present invention;

[0040] Figure 8 This is a schematic diagram of the dual-pipe installation structure of the present invention;

[0041] Numbered in the diagram: 1. Support;

[0042] 200. Load-bearing support structure; 201. Support seat; 202. Connecting block; 203. Hanging plate; 204. Support plate; 205. Connecting rod; 206. Sliding cylinder; 207. Clamping rod; 208. Corrugated pipe; 209. Hanging seat; 210. Support rod; 211. Circular plug; 212. Locking strip; 213. Reinforcing plate; 214. Connecting seat; 215. Top cavity; 216. Bottom cavity; 217. Support rod; 218. Linkage piston; 219. Sliding cavity; 220. Side pipe; 221. Limiting seat; 222. Vertical box; 223. Plug plate; 224. Tie rod; 225. Guide tube; 226. Reinforcing sliding rod; 227. Pile body;

[0043] 21. Regulating box; 22. Vertical cylinder; 23. Top plate; 24. Threaded ring; 25. Screw; 26. Base plate;

[0044] 300. Protective installation mechanism; 301. Base plate; 302. Strip seat; 303. Insert tube; 304. Plug; 305. Reinforcing cylinder; 306. Vertical hole; 307. Ball head seat; 308. Column cylinder; 309. Support column; 310. Slider; 311. Threaded head; 312. Threaded cylinder; 313. Sliding tube; 314. Double connecting pipe; 315. Bottom tube; 316. Connecting box; 317. Threaded nozzle; 318. Base; 319. Guide rod; 320. Sliding box; 321. Threaded rod; 322. Pressure feeding plate; 323. Drive rod; 324. Conveying pipe; 325. Extraction valve; 326. Pressure feeding valve; 327. Strip plate;

[0045] 31. Pressure relief valve; 32. Threaded pipe; 33. Threaded connector. Detailed Implementation

[0046] The preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are for illustration and explanation only and are not intended to limit the present invention.

[0047] Example: Figure 1-8 As shown, the present invention provides a technical solution, a pipeline protection system that can cross a foundation pit, including a support 1, and a load-bearing support structure 200 installed on the side end face of the support 1.

[0048] The load-bearing support structure 200 includes a support base 201;

[0049] Support seats 201 are installed on both sides of the support 1. A connecting block 202 is slidably installed in the middle of the side end face of the support seat 201. A hanging plate 203 is installed in the middle of the top of the connecting block 202 through a connecting rod 205. A support plate 204 is installed in the middle of the bottom of the connecting block 202 through a connecting rod 205. A sliding cylinder 206 is embedded in the middle of the side end face of the connecting block 202. A clamping rod 207 is slidably installed in one end of the sliding cylinder 206. A bellows pipe 208 is connected to the other end of the sliding cylinder 206. A hanging seat 209 is installed at the end of the clamping rod 207.

[0050] Support rods 210 are symmetrically embedded and slidably installed on both sides of the support 1. A round plug 211 is installed at one end of the support rod 210, and a retaining strip 212 is installed at the other end of the support rod 210. A reinforcing plate 213 is slidably installed on the outside of the retaining strip 212. A top cavity 215 is opened inside the support 201 at the position corresponding to the hanging plate 203. A bottom cavity 216 is opened inside the support 201 at the position corresponding to the support plate 204. A connecting seat 214 is installed at the bottom of the support 201. The support 1 fits with the round plug 211. The force-bearing area of ​​the support plate 204 is greater than that of the hanging plate 203. The volume of the bottom cavity 216 is greater than the volume of the cavity where the round plug 211 is located. The space inside the support 1 between the two round plugs 211 is connected to the bottom cavity 216 through the connecting seat 214. The bottom cavity 216 is filled with a non-Newtonian fluid to absorb and transform the gravity and impact load of the pipeline.

[0051] A support rod 217 is installed at the top center of the clip 212, and a linkage piston 218 is installed at the top of the support rod 217. A sliding cavity 219 is opened inside the reinforcing plate 213 at the position corresponding to the linkage piston 218. Side tubes 220 are connected to the two end faces of the sliding cavity 219 at the bottom position of the linkage piston 218. The cavity inside the top cavity 215 at the bottom of the hanging plate 203 and the cavity inside the sliding cavity 219 at the bottom of the linkage piston 218 are connected through the side tubes 220. The force-bearing area of ​​the hanging plate 203 is equal to the force-bearing area of ​​the linkage piston 218, and the sliding distance of the support rod 217 is equal to the sliding distance of the connecting rod 205, so as to compensate for the sinking of the pipeline.

[0052] A limiting seat 221 is slidably installed on the top of the hanging base 209. A vertical box 222 is installed on one side of the bottom end of the limiting seat 221. A pull rod 224 is slidably installed in the middle of the bottom end of the vertical box 222. A stopper plate 223 is installed on the top of the pull rod 224. A conduit 225 is connected to the side end face of the vertical box 222 at the bottom position of the stopper plate 223. The cavity inside the top cavity 215 located at the bottom of the hanging plate 203 is connected to the slide cylinder 206 through a bellows pipe 208. The sliding distance of the clamping rod 207 is equal to the sliding distance of the reinforced slide rod 226. Two hanging seats 209 are slidably connected by clamping rods 207, and the two hanging seats 209 are centrally symmetrically arranged. The cavity inside the top cavity 215 located at the bottom of the hanging plate 203 is connected to the vertical box 222 through the conduit 225. The vertical box 222 is slidably connected to the hanging seat 209 through the pull rod 224. The top cavity 215 is filled with non-Newtonian fluid to lock and fix the pipe. A reinforcing sliding rod 226 is installed on one side of the side end face of the hanging seat 209. Several piles 227 are evenly installed at equal intervals on the side end face of the reinforcing plate 213.

[0053] An adjusting box 21 is installed at the middle of the bottom end of the support 1. A vertical cylinder 22 is slidably installed in the middle of the bottom end of the adjusting box 21. A top plate 23 is installed at the top of the vertical cylinder 22. A threaded ring 24 is rotatably installed at the bottom end of the vertical cylinder 22. A screw 25 is threadedly installed at the middle of the bottom end of the threaded ring 24. A bottom plate 26 is installed at the bottom end of the screw 25. The space inside the support 1 between the two round plugs 211 is directly connected to the space inside the support 1 at the top of the top plate 23. The space inside the support 1 at the top of the top plate 23 is filled with non-Newtonian fluid so that the pipe orientation can be further fine-tuned without affecting the elastic support.

[0054] A protective mounting mechanism 300 is installed on the outside of the reinforcing plate 213, and the protective mounting mechanism 300 includes a base plate 301;

[0055] A base plate 301 is snapped onto the side end face of a reinforcing plate 213. A strip seat 302 is slidably mounted on the top of the base plate 301. Insert tubes 303 are symmetrically connected to both sides of the bottom end of the strip seat 302. A support plug 304 is installed at the bottom end of the insert tube 303. A reinforcing cylinder 305 is installed on the side end face of the base plate 301 corresponding to the position of the support plug 304. A vertical hole 306 is opened in the middle of the bottom end of the support plug 304. A pressure relief valve 31 is installed in the middle of the top end of the strip seat 302. A threaded tube 32 is installed at one end of the strip seat 302, and a threaded tube 32 is installed at the other end of the strip seat 302. There is a threaded connector 33, and the threaded tube 32 fits into the threaded connector 33. Both the threaded tube 32 and the threaded connector 33 have built-in on / off switches. The inner cavity of the strip seat 302 is connected to the space at the bottom of the support plug 304 inside the reinforcing cylinder 305 through the insertion tube 303 and the vertical hole 306 to improve the foundation pit reinforcement efficiency. Several ball head seats 307 are evenly installed at equal intervals on the top of the side end face of the reinforcing cylinder 305. Several column cylinders 308 are evenly installed at equal intervals on the inner side of the two base plates 301 corresponding to the positions of the ball head seats 307.

[0056] Both ends of the cylinder 308 are fitted with sliding supports 309. A slider 310 is installed at one end of each support 309 inside the cylinder 308, and a threaded head 311 is installed at the other end. A threaded cylinder 312 is installed at the end of the ball head seat 307. Both ends of the cylinder 308 are fitted with sliding tubes 313. A double-connected pipe 314 is installed at the end of each sliding tube 313. A bottom tube 315 is connected to the bottom of one end face of the reinforcing cylinder 305, and a connecting box 316 is installed at the top of the bottom tube 315.

[0057] A number of threaded nozzles 317 are evenly and equidistantly installed on the side end face of the connecting box 316. The threaded head 311 fits into the threaded cylinder 312. The sliding distance of the support column 309 is the same as that of the slide tube 313. The space inside the cylinder 308 between the two sliders 310 is directly connected to the space inside the cylinder 308 between the two slide tubes 313. The double pipe 314 fits into the threaded nozzles 317. The connecting box 316 is fixedly connected to the reinforcing cylinder 305. The connecting box 316 is connected to the space inside the reinforcing cylinder 305 at the bottom of the support plug 304 through the bottom pipe 315. The space inside the reinforcing cylinder 305 at the top of the support plug 304 is filled with air to provide double support and reinforcement for the side wall of the foundation pit.

[0058] A base 318 is mounted on one side of the substrate 301. A guide rod 319 is mounted on the top of the side end face of the base 318. A sliding box 320 is slidably mounted on the outside of the guide rod 319. A threaded rod 321 is rotatably mounted on the side end face of the base 318 between the two guide rods 319. A strip plate 327 is threadedly mounted on the outside of the threaded rod 321 between the sliding box 320 and the strip seat 302. A pressure feeding plate 322 is slidably mounted inside the sliding box 320. A drive rod 323 is rotatably mounted embedded in the middle of the side end face of the sliding box 320. A pumping valve 325 is symmetrically mounted on one side end face of the sliding box 320 on both sides of the pressure feeding plate 322. A conveying pipe 324 is connected to the other side end face of the sliding box 320 corresponding to the pumping valve 325.

[0059] A pressure valve 326 is installed at the end of the conveying pipe 324. The strip 327 is slidably connected to the guide rod 319. The threaded rod 321 is slidably connected to the sliding box 320. The space inside the sliding box 320 located on both sides of the pressure plate 322 is connected to the inner cavity of the strip seat 302 through the conveying pipe 324 and the pressure valve 326. The pumping valve 325 and the pressure valve 326 are both one-way valves. The drive rod 323 is connected to the pressure plate 322 by threads to improve the ease of installation and the balance of force.

[0060] The working principle and usage process of this invention: In the actual application of this pipeline protection system, firstly, according to the actual construction requirements, namely the length of the pipeline to be installed and the excavation length of the foundation pit, the corresponding number of load support structures 200 and protective installation mechanisms 300 are selected, and the size and specifications of the support 1, base plate 301 and matching components are selected and determined according to the diameter of the pipeline to be installed and the excavation depth and width of the foundation pit.

[0061] After selecting the appropriate load-bearing support structure 200 and protective installation mechanism 300, they are transported to the foundation pit. The base plate 301 is then engaged with the corresponding number of reinforcing plates 213. The corresponding load-bearing support structure 200 is then sent into the foundation pit through the base plate 301, so that the base plate 301 fits against the pit walls on both sides of the foundation pit. During this process, the base plate 301 can be initially limited and fixed by fixing the base 318 to the corresponding position on the ground outside the foundation pit.

[0062] In the aforementioned process, the installation sequence of the load support structure 200 can be limited according to actual construction habits and construction convenience. After each base plate 301 is put into the foundation pit in sequence, each load support structure 200 can be sent into the foundation pit in sequence. By adjusting the threaded rod 321 accordingly, the reinforcing plates 213 on both sides can be engaged with the base plates 301 on both sides in sequence.

[0063] After fixing the base 318, rotate the threaded rod 321 to drive the strip 327 to move, forcing the sliding box 320 to drag the strip seat 302 to one side of the sliding box 320 under the push of the strip 327. This allows the base plate 301 to press against the pit sidewall with greater force under the drive of the strip seat 302. The position of the base plate 301 is then further adjusted and fixed. It should be noted that if the base plate 301 is installed first and then the load support structure 200 is installed, the position of the base plate 301 should be further adjusted and fixed after the reinforcing plates 213 on both sides are engaged with the base plates 301 on both sides. During the installation of the load support structure 200, the position of the base plate 301 can be adjusted by rotating the threaded rod 321 in the opposite direction to provide sufficient installation space for the reinforcing plates 213.

[0064] During the process of further adjusting and fixing the orientation of the substrate 301, the strip seats 302 on both sides of the pit should be aligned as much as possible. The strip seats 302 on both sides of the pit should be connected end to end in sequence through the threaded tube 32 and threaded joint 33. The built-in switches of the threaded tube 32 and threaded joint 33 except for the two ends should be opened so that the inner cavities of the strip seats 302 on both sides are connected through the threaded tube 32 and threaded joint 33 respectively.

[0065] Next, rotate the threaded cylinder 312 and install the corresponding threaded head 311 on the threaded cylinder 312 through the threaded head 311 and the threaded cylinder 312. Then, connect the corresponding number of column cylinders 308 and column supports 309 to the ball head seats 307 on both sides in sequence through the threaded head 311 and the threaded head 317 on the corresponding connecting box 316 through the double pipe 314. This connects the space inside the column cylinder 308 between the two sliders 310 and the space inside the reinforcing cylinder 305 at the bottom of the support 304, and further enables the inner cavity of each seat 302 on both sides of the pit to be connected.

[0066] In the initial state, under the action of the top air pressure, the torpedo 304 will drag the insertion tube 303, so that the insertion tube 303 is completely retracted into the reinforcing cylinder 305. After the installation of each cylinder 308 is completed, a steel pipe can be sleeved at the end of the drive rod 323 and the drive rod 323 can be manually moved back and forth, or the drive rod 323 can be moved back and forth by external machinery to drive the pressure plate 322 to move back and forth inside the sliding box 320. Under the flow restriction action of the extraction valve 325 and the pressure valve 326, the external air is drawn into the sliding box 320 through the extraction valve 325.

[0067] Subsequently, the airflow is pressed into the strip seat 302 through the delivery pipe 324 and the pressure valve 326. Then, under the guidance of the insertion pipe 303 and the vertical hole 306, the airflow flows into the space inside the reinforcing cylinder 305 located at the bottom of the support plug 304, providing elastic support to the bottom of the support plug 304, offsetting the air pressure on the top of the support plug 304, and forcing the support plug 304 to rise relative to the reinforcing cylinder 305. Furthermore, the reinforcing cylinder 305 will drag the base plate 301, forcing the base plate 301 to press down along the pit, adjusting the height of the base plate 301 relative to the pit. Further, under the action of the reinforcing plate 213, the position of each support seat 201 can be initially adjusted and limited to achieve the initial adjustment of the installation orientation of the subsequent pipeline.

[0068] During this process, with the bottom tube 315 connected, the airflow will flow into the connecting box 316, and then through the threaded nozzle 317 and the double pipe 314 connected, it will flow into the space between the two sliders 310 inside each cylinder 308 via the slide pipe 313, forcing the sliders 310 to push the pillars 309 on both sides to move away under the action of air pressure, and providing elastic support to the base plates 301 on both sides through the ball head seat 307, thus achieving double support for the base plates 301 on both sides.

[0069] During this process, since the strip seats 302, reinforcing cylinders 305 and column cylinders 308 on both sides are in a conductive state, all the base plates 301 on both sides of the foundation pit can be adjusted synchronously by moving the drive rod 323 on any one of the sliding boxes 320. In order to speed up the construction progress, the drive rods 323 on multiple sliding boxes 320 can be moved synchronously to shorten the required adjustment time and complete the final adjustment and fixing of each base plate 301 on both sides of the foundation pit.

[0070] Similarly, since the strip seats 302, reinforcing cylinders 305 and column cylinders 308 on both sides are in a conductive state, during the subsequent construction process, the impact pressure on each base plate 301 will be converted into airflow pressure, and with the flow of airflow, it will be dispersed and act on the sliders 310 in each column cylinder 308, which will become each support column 309 to provide elastic support force to each base plate 301, and further applied to each side wall of the foundation pit through each base plate 301. Finally, the impact force will be dispersed, absorbed and resolved through the side wall of the foundation pit, ensuring the stability of each base plate 301 and the foundation pit structure.

[0071] After completing the above installation and adjustment work, the pipeline installation work can be carried out. Using an external hoisting device, the pipeline is sent into the foundation pit and aligned with the hanger 209. The pipeline is placed on the hanger 209. Under the gravity of the pipeline, the hanger 209 will sink accordingly. Under the linkage of the sliding cylinder 206 and the clamping rod 207, the connecting block 202 is driven to slide down the support seat 201, forcing the hanging plate 203 and the support plate 204 to slide down synchronously relative to the support seat 201 under the drive of the connecting rod 205.

[0072] During this process, when the hanging plate 203 slides down relative to the support seat 201, the non-Newtonian fluid inside the top cavity 215 will flow into the sliding cavity 219 through the side pipe 220 under the conduction of the side pipe 220. This forces the linkage piston 218 to rise along the sliding cavity 219 under the compression of the non-Newtonian fluid. Then, under the drag of the support rod 217, the clamp 212 will drive the support seat 1 to rise through the support rod 210, which will compensate for the distance of the descent of the support seat 201, offset the actual sinking of the pipeline, and keep the support seat 201 at the initial set height.

[0073] Meanwhile, under the conduction of the bellows 208, the non-Newtonian fluid inside the top cavity 215 will flow into the slide cylinder 206 through the bellows 208, forcing the two hangers 209 to move closer to each other along the reinforcing slide rod 226 under the push of the clamping rod 207. With the connection of the conduit 225, the non-Newtonian fluid inside the top cavity 215 will flow into the vertical box 222 through the conduit 225, forcing the plug plate 223 to slide upward relative to the vertical box 222. Then, under the pull of the pull rod 224, the limiting seat 221 will move closer to the hanger 209, and finally the hanger 209 and the limiting seat 221 will simultaneously lock the pipe, using the weight of the pipe to lock and fix the pipe relatively, which is equivalent to providing the pipe with all-round support and protection.

[0074] During the process of the support plate 204 sliding down relative to the support seat 201, it will press the non-Newtonian fluid inside the bottom cavity 216 into the gap between the two round plugs 211 of the support seat 1 through the connecting seat 214, forcing the support rods 210 on both sides to move away from each other under the push of the round plugs 211 on both sides. Then, under the limit of the locking strip 212, each reinforcing plate 213 on both sides of the pit will be pushed towards the pit sidewall with greater force, so that the pile 227 is more stably locked into the pit sidewall, and the reinforcing plate 213 is locked and limited by the gravity of the pipeline, and the pit sidewall is further compacted.

[0075] Similarly, during the subsequent use of the pipeline, since the hanger 209 and the limit seat 221 simultaneously hold the pipeline in place, the impact force acting on the pipeline will combine with the pipeline's gravity to form a resultant force, which is synchronously transmitted to the hanger 209 and acts on the non-Newtonian fluid. The non-Newtonian fluid can initially buffer the impact force and can disperse the impact force to the side walls of the pit on both sides during the flow process. While compacting the side walls of the pit on both sides, it makes the pile 227 more stably engaged with the side walls of the pit, thus doubly absorbing and dispersing the impact force. In addition, the communicating vessel structure formed by the linkage piston 218, sliding cavity 219, side pipe 220, top cavity 215 and hanging plate 203 can offset and compensate for the pipeline's settlement in the pit, ensuring the stability of the pipeline.

[0076] After the pipeline is stably suspended and locked on the support 201, the threaded ring 24 is rotated to drive the screw 25 to move away, so that the bottom plate 26 moves away from the threaded ring 24 and finally comes into contact with the ground at the bottom of the pit. Then the threaded ring 24 is rotated to increase the extension of the screw 25. The top plate 23 will squeeze the non-Newtonian fluid at the top of the regulating box 21 under the action of the vertical cylinder 22, giving the support 1 elastic support and distributing the pressure given to it by the pipeline.

[0077] Since the pipeline is already in a balanced state during the aforementioned installation and adjustment process, the top plate 23 can easily break this balance state through the disturbance force of the support 1 provided by the non-Newtonian fluid, driving the pipeline to rise and further fine-tuning and compensating for the suspension height of the pipeline. The top plate 23 also distributes part of the pipeline's weight to achieve a new balance state, allowing the pipeline to be stably suspended at the specified height. At the same time, since the non-Newtonian fluid inside the regulating box 21 can flow into the gap between the two round plugs 211 in the support 1, it compensates for the non-Newtonian fluid in the gap between the two round plugs 211 and transmits the pressure to the side walls on both sides of the pit without affecting the support effect of the load support structure 200, thus achieving permanent support for the pipeline.

[0078] After installing and fixing each pipe in sequence using the aforementioned method, open the pressure relief valve 31 to allow the high-pressure gas inside the strip seat 302 to be discharged, thereby releasing the high-pressure limiting support of the hanging seat 209 at the slider 310. By rotating the threaded rod 321 in the opposite direction, the base plates 301 on both sides of the pit can be driven to move closer to each other. Finally, the limiting on the base 318 can be released, and the base plate 301 can be removed from the pit. The protective installation mechanism 300 can then be recycled and reused. Finally, the backfilling of the pit is completed, thus completing the construction work.

[0079] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A pipe protection system capable of traversing a foundation pit, comprising a support (1), characterized in that: The support (1) is equipped with a load-bearing support structure (200) on its side end face. The load-bearing support structure (200) includes a support base (201); Support seats (201) are installed on both sides of the support (1). A connecting block (202) is slidably installed on the side of the support seat (201). A hanging plate (203) is installed on the top of the connecting block (202) through a connecting rod (205). A support plate (204) is installed on the bottom of the connecting block (202) through a connecting rod (205). A sliding cylinder (206) is embedded in the side end face of the connecting block (202). A clamping rod (207) is slidably embedded in one end of the sliding cylinder (206). A bellows pipe (208) is connected to the other end of the sliding cylinder (206). A hanger (209) is installed at the end of the clamping rod (207). The support (1) has symmetrically embedded and slidably installed support rods (210) on both sides of the end face. A round plug (211) is installed at one end of the support rod (210), and a retaining strip (212) is installed at the other end of the support rod (210). A reinforcing plate (213) is slidably installed on the outside of the retaining strip (212). The support base (201) has a top cavity (215) at the position corresponding to the hanging plate (203), and the support base (201) has a bottom cavity (216) at the position corresponding to the support plate (204). A connecting seat (214) is installed at the bottom of the support base (201). A support rod (217) is installed at the top center of the card strip (212), and a linkage piston (218) is installed at the top of the support rod (217). A sliding cavity (219) is opened inside the reinforcing plate (213) at the position corresponding to the linkage piston (218). Side tubes (220) are connected to the two end faces of the sliding cavity (219) at the bottom position of the linkage piston (218). A limiting seat (221) is slidably installed on the top of the hanging base (209). A vertical box (222) is installed on one side of the bottom end of the limiting seat (221). A tie rod (224) is slidably installed in the middle of the bottom end of the vertical box (222). A stopper plate (223) is installed on the top of the tie rod (224). A guide tube (225) is connected to the side end face of the vertical box (222) at the bottom position of the stopper plate (223). A reinforcing sliding rod (226) is installed on one side of the side end face of the hanging base (209). Several piles (227) are evenly installed at equal intervals on the side end face of the reinforcing plate (213). An adjustment box (21) is installed at the middle of the bottom end of the support (1). A vertical cylinder (22) is slidably installed at the middle of the bottom end of the adjustment box (21). A top plate (23) is installed at the top of the vertical cylinder (22). A threaded ring (24) is rotatably installed at the bottom end of the vertical cylinder (22). A screw (25) is threadedly installed at the middle of the bottom end of the threaded ring (24). A bottom plate (26) is installed at the bottom end of the screw (25). The space between the two round plugs (211) inside the support (1) is directly connected to the space at the top of the top plate (23) inside the support (1), and the space at the top of the top plate (23) inside the support (1) is filled with non-Newtonian fluid. The support (1) fits into the round plug (211), the force-bearing area of ​​the support plate (204) is greater than the force-bearing area of ​​the hanging plate (203), the volume of the bottom cavity (216) is greater than the volume of the chamber where the round plug (211) is located, the space inside the support (1) between the two round plugs (211) is connected to the bottom cavity (216) through the connecting seat (214), and the bottom cavity (216) is filled with a non-Newtonian fluid; The cavity inside the top cavity (215) located at the bottom of the hanging plate (203) is connected to the slide cylinder (206) through the bellows pipe (208). The sliding distance of the clamping rod (207) is equal to the sliding distance of the reinforcing slide rod (226). The two hanging seats (209) are slidably connected through the clamping rod (207) and the two hanging seats (209) are centrally symmetrically arranged. The cavity inside the top cavity (215) located at the bottom of the hanging plate (203) is connected to the vertical box (222) through the conduit (225). The vertical box (222) is slidably connected to the hanging seat (209) through the pull rod (224). The top cavity (215) is filled with a non-Newtonian fluid. The cavity inside the top cavity (215) located at the bottom of the hanging plate (203) and the cavity inside the sliding cavity (219) located at the bottom of the linkage piston (218) are connected by the side tube (220).

2. The pipeline protection system capable of traversing a foundation pit according to claim 1, characterized in that, The force-bearing area of ​​the hanging plate (203) is equal to the force-bearing area of ​​the linkage piston (218), and the sliding distance of the support rod (217) is equal to the sliding distance of the connecting rod (205).

3. The pipeline protection system capable of traversing a foundation pit according to claim 1, characterized in that, A protective mounting mechanism (300) is installed on the outside of the reinforcing plate (213), and the protective mounting mechanism (300) includes a base plate (301). The reinforcing plate (213) is attached to a base plate (301) on its side end face. A strip seat (302) is slidably mounted on the top of the base plate (301). Insert tubes (303) are symmetrically connected to both sides of the bottom end of the strip seat (302). A support plug (304) is installed at the bottom end of the insert tube (303). A reinforcing cylinder (305) is installed on the side end face of the base plate (301) at the position corresponding to the support plug (304). A vertical hole (306) is opened in the middle of the bottom end of the support plug (304). A number of ball head seats (307) are evenly and equidistantly installed on the top of the side end face of the reinforcing cylinder (305). A number of cylinders (308) are evenly and equidistantly installed on the inner side of the two base plates (301) at the positions corresponding to the ball head seats (307). Both ends of the cylinder (308) are fitted with sliding supports (309). One end of the support (309) is fitted with a slider (310) inside the cylinder (308). The other end of the support (309) is fitted with a threaded head (311). The end of the ball head seat (307) is fitted with a threaded cylinder (312). Both ends of the cylinder (308) are fitted with sliding tubes (313). The end of the sliding tubes (313) is fitted with double pipes (314). The bottom of one end face of the reinforcing cylinder (305) is connected to a bottom tube (315). The top of the bottom tube (315) is fitted with a connecting box (316). The side end face of the connecting box (316) is fitted with several threaded nozzles (317) at equal intervals. A base (318) is mounted on one side of the substrate (301). A guide rod (319) is mounted on the top of the side end face of the base (318). A sliding box (320) is slidably mounted on the outside of the guide rod (319). A threaded rod (321) is rotatably mounted on the side end face of the base (318) between the two guide rods (319). A strip plate (327) is threadedly mounted on the outside of the threaded rod (321) between the sliding box (320) and the strip seat (302). The sliding box (320) is slidably installed with a pressure plate (322). A drive rod (323) is rotatably installed in the middle of the side end face of the sliding box (320). A pumping valve (325) is symmetrically installed on one side end face of the sliding box (320) at the positions on both sides of the pressure plate (322). A conveying pipe (324) is connected to the other side end face of the sliding box (320) at the position corresponding to the pumping valve (325). A pressure valve (326) is installed at the end of the conveying pipe (324).

4. A pipeline protection system capable of traversing a foundation pit according to claim 3, characterized in that, The threaded head (311) fits into the threaded cylinder (312), the sliding distance of the support column (309) is the same as that of the sliding tube (313), the space inside the cylinder (308) between the two sliders (310) is directly connected to the space inside the cylinder (308) between the two sliding tubes (313), the double pipe (314) fits into the threaded nozzle (317), the connecting box (316) is fixedly connected to the reinforcing cylinder (305), and the connecting box (316) is connected to the space inside the reinforcing cylinder (305) at the bottom of the support plug (304) through the bottom tube (315), and the space inside the reinforcing cylinder (305) at the top of the support plug (304) is filled with air.

5. A pipeline protection system capable of traversing a foundation pit according to claim 3, characterized in that, The strip (327) is slidably connected to the guide rod (319), the threaded rod (321) is slidably connected to the sliding box (320), the space inside the sliding box (320) located on both sides of the pressure plate (322) is connected to the inner cavity of the strip seat (302) through the conveying pipe (324) and the pressure valve (326), the pumping valve (325) and the pressure valve (326) are both one-way valves, and the drive rod (323) is connected to the pressure plate (322) by threads.

6. A pipeline protection system capable of traversing a foundation pit according to claim 3, characterized in that, A pressure relief valve (31) is installed at the top center of the bar seat (302). A threaded tube (32) is installed at one end of the bar seat (302), and a threaded connector (33) is installed at the other end of the bar seat (302). The threaded tube (32) and the threaded connector (33) fit together, and both the threaded tube (32) and the threaded connector (33) have built-in on / off switches. The inner cavity of the bar seat (302) is connected to the space at the bottom of the support plug (304) inside the reinforcing cylinder (305) through the insertion tube (303) and the vertical hole (306).

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