CN217399727U - Piping lane backfill reinforcing system based on rapid hardening liquid soil - Google Patents
Piping lane backfill reinforcing system based on rapid hardening liquid soil Download PDFInfo
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- CN217399727U CN217399727U CN202220933249.8U CN202220933249U CN217399727U CN 217399727 U CN217399727 U CN 217399727U CN 202220933249 U CN202220933249 U CN 202220933249U CN 217399727 U CN217399727 U CN 217399727U
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Abstract
The utility model belongs to the technical field of construction and specifically relates to a piping lane backfill reinforcerment system based on rapid hardening liquid soil is related to, and the ground is equipped with the reserve tank that supplies the piping lane to place downwards, and reinforcerment system includes the backup pad with reserve tank side inner wall butt, a plurality of threaded rods of one side fixedly connected with that the backup pad is close to the piping lane, and the butt pole has been cup jointed to the outside equal screw thread of every threaded rod, the vertical side butt of butt pole and piping lane, liquid soil has been pour in the reserve tank, butt pole and threaded rod are all arranged in liquid soil. This application has the fixed more stable effect to the piping lane.
Description
Technical Field
The utility model belongs to the technical field of construction and specifically relates to a piping lane backfill reinforcement system based on rapid hardening liquid soil.
Background
Underground pipe gallery is common structure among the modern building work progress, and current underground pipe gallery lays the in-process, earlier at the subaerial preformed groove that excavates downwards, then puts into the preformed groove with the piping lane prefab, and at last on-the-spot constructor will dig the soil of preformed groove in-process again and backfill the preformed groove in, accomplish the work of laying to the piping lane.
According to the related technology, soil generated in the process of digging the reserve tank is directly backfilled into the reserve tank, the backfilled soil can not be compacted in a short time, and the defects of unstable fixation of the pipe gallery exist.
SUMMERY OF THE UTILITY MODEL
In order to improve the fixed not stable enough problem of piping lane, this application provides a piping lane backfill reinforceing system based on rapid hardening liquid soil.
The application provides a pipe gallery backfill reinforcing system based on rapid hardening liquid soil adopts following technical scheme:
the utility model provides a piping lane backfill reinforcerment system based on rapid hardening liquid soil, the ground is equipped with the reserve tank that supplies the piping lane to place downwards, and reinforcerment system includes the backup pad with the reserve tank side inner wall butt, the backup pad is close to a plurality of threaded rods of one side fixedly connected with of piping lane, and the butt rod has been cup jointed to the outside equal screw thread of every threaded rod, the vertical side butt of butt rod and piping lane, liquid soil has been pour in the reserve tank, butt rod and threaded rod are all arranged in liquid soil.
Through adopting above-mentioned technical scheme, put into the reservation tank with the piping lane, constructor twists and moves the butt pole, makes the butt pole and the inseparable butt in one side of being close to the backup pad of piping lane, the backup pad is with the inseparable butt of the vertical lateral wall of reservation tank, then pours liquid soil to the reservation tank, inside butt pole and threaded rod all arranged in liquid soil, after the shaping of liquid soil, butt pole, threaded rod, backup pad and liquid soil are fixed with the piping lane jointly, have the fixed more stable effect of piping lane.
Optionally, the surface is fixedly connected with the bottom plate under the supporting plate, the fixed block that fixed surface is connected with and threaded rod one-to-one set up on the bottom plate, every threaded rod all is equipped with the preformed hole, all pegs graft in every preformed hole and has the stiffener of arranging in liquid soil inside, stiffener and fixed block one-to-one, the fixed block upper surface is equipped with the first inserting groove that supplies the stiffener to peg graft inwards.
Through adopting above-mentioned technical scheme, the stiffener is pegged graft with the preformed hole, and the stiffener is pegged graft with first inserting groove, pours liquid soil after the later stage after, and in the fashioned liquid soil was arranged in to the stiffener, the stiffener increased the bulk strength of liquid soil, and then increased the stability fixed to the piping lane.
Optionally, the vertical side of the fixed block is provided with an insertion hole, an insertion rod is inserted in the insertion hole, and one side of the reinforcing rod close to the insertion hole is a second insertion groove for the insertion rod to be inserted inwards.
Through adopting above-mentioned technical scheme, the inserted bar is pegged graft with the second inserting groove, stability when increasing the stiffener and being connected with the fixed block.
Optionally, the fixing block is connected with a fixing component connected with one end, far away from the reinforcing rod, of the insertion rod.
Through adopting above-mentioned technical scheme, fixed subassembly is connected with the one end that the stiffener was kept away from to the inserted bar, and fixed subassembly blocks the inserted bar, has the effect that increases inserted bar and second inserting groove grafting stability.
Optionally, the fixing assembly comprises a fixing rod fixedly connected with one side of the fixing block, which is provided with the insertion hole, the fixing rod is rotatably connected with a baffle, and the baffle is abutted to one end, far away from the reinforcing rod, of the insertion rod.
Through adopting above-mentioned technical scheme, the back is pegged graft with the second inserting groove to the inserted bar, rotates the baffle, makes the baffle and the one end butt that the stiffener was kept away from to the inserted bar, and the baffle is fixed with the inserted bar, and the fixed process is more convenient.
Optionally, each reinforcing rod is provided with a connecting hole, the same connecting rod is inserted into the connecting holes, and the connecting rods are arranged in the liquid soil.
Through adopting above-mentioned technical scheme, the connecting rod is pegged graft with the connecting rod, and inside liquid soil was also arranged in to the connecting rod, further increased the holistic intensity of liquid soil, and then increased the fixed effect to the piping lane.
Optionally, the vertical side wall of the reinforcing rod is connected with a fastening bolt through an inward thread, and the fastening bolt is abutted to the connecting rod.
Through adopting above-mentioned technical scheme, the connecting rod is pegged graft with the connecting hole after, screws up fastening bolt, and fastening bolt is fixed with the connecting rod, stability when increasing connecting rod and connecting hole and pegging graft.
Optionally, one side that the backup pad is close to the piping lane is equipped with the joint groove that a plurality of was filled by liquid soil.
Through adopting above-mentioned technical scheme, pour liquid soil after, liquid soil is full of the joint groove, and after the liquid soil shaping, liquid soil and joint groove joint have the effect that increases overall structure stability.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the abutting rod is tightly abutted with one side, close to the supporting plate, of the pipe gallery, the supporting plate is tightly abutted with the vertical side wall of the reserved groove, then liquid soil is poured into the reserved groove, the abutting rod and the threaded rod are arranged in the liquid soil, and after the liquid soil is formed, the abutting rod, the threaded rod, the supporting plate and the liquid soil jointly fix the pipe gallery, so that the pipe gallery can be fixed more stably;
2. after the liquid soil is poured, the clamping groove is filled with the liquid soil, and after the liquid soil is formed, the liquid soil is clamped with the clamping groove, so that the stability of the whole structure is improved.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present application.
Fig. 2 is a schematic view showing the clip groove in the present embodiment.
Fig. 3 is a schematic view of the second insertion groove in this embodiment.
Description of reference numerals: 1. reserving a groove; 2. a pipe gallery; 3. a support plate; 31. a threaded rod; 311. reserving a hole; 32. a butting rod; 33. a clamping groove; 4. a base plate; 41. a fixed block; 411. a first insertion groove; 412. inserting holes; 5. a reinforcing bar; 51. a second insertion groove; 52. connecting holes; 53. a connecting rod; 54. fastening a bolt; 6. a plug-in rod; 7. a fixing assembly; 71. fixing the rod; 72. and a baffle plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses piping lane backfill reinforcing system based on rapid hardening liquid soil.
As shown in fig. 1, the ground is excavated downwards to have a preformed groove 1, and on-site constructors put a prefabricated pipe gallery 2 into the preformed groove 1 in advance, and a space is reserved between the vertical side wall of the pipe gallery 2 and the vertical side wall of the preformed groove 1.
The reinforcerment system includes the backup pad 3 of a pair of vertical setting, and a pair of backup pad 3 is located the both sides of piping lane 2, backup pad 3 and the vertical lateral wall butt of reservation groove 1. The lower fixed surface of the supporting plate 3 is connected with a bottom plate 4, and the lower surface of the bottom plate 4 is abutted to the bottom of the preformed groove 1.
As shown in fig. 1 and 2, a plurality of threaded rods 31 are fixedly connected to one side of the support plate 3 close to the pipe gallery 2, and in the present embodiment, two threaded rods 31 are provided on each support plate 3. The outside of each threaded rod 31 is sleeved with an abutting rod 32, and the abutting rods 32 are in threaded connection with the threaded rods 31.
The site operation personnel rotate the butt joint pole 32, make butt joint pole 32 tip and the inseparable butt of 2 vertical lateral walls of pipe gallery, butt joint pole 32 and the inseparable butt of 2 of pipe galleries, backup pad 3 and the inseparable butt of 1 vertical lateral walls of preformed groove, fix pipe gallery 2, stability when increasing pipe gallery 2 and arranging in 1 of preformed groove.
And pouring quick-setting liquid concrete (not shown in the figure) into the preformed groove 1 by a worker, wherein the quick-setting liquid concrete is the quick-setting concrete. Inside liquid soil was arranged in to butt pole 32 and threaded rod 31, liquid soil shaping back, liquid soil, butt pole 32, threaded rod 31 were fixed pipe gallery 2 jointly, compares and adds backfill soil in 1 to the preformed groove, and liquid soil, butt pole 32 and threaded rod 31 have and fix more stable effect to pipe gallery 2.
Two fixing blocks 41 are fixedly connected to the upper surface of the bottom plate 4, the fixing blocks 41 are arranged in one-to-one correspondence with the threaded rods 31, and the fixing blocks 41 are arranged below the corresponding threaded rods 31. Every threaded rod 31 all is equipped with along vertical direction through threaded rod 31's preformed hole 311, all pegs graft in every preformed hole 311 and has the stiffener 5, and stiffener 5 and fixed block 41 one-to-one set up.
As shown in fig. 2 and 3, the fixed block 41 upper surface is equipped with first inserting groove 411 inwards, and the stiffener 5 is pegged graft with first inserting groove 411, and after the liquid soil was pour in the later stage, the stiffener 5 was arranged in the liquid soil, and the stiffener 5 increased the holistic intensity of liquid soil, and then increased the stability fixed to pipe gallery 2.
One of the vertical sides of the fixing block 41 is provided with an insertion hole 412, and the insertion hole 412 is communicated with the first insertion groove 411. One side of the reinforcing rod 5 close to the inserting hole 412 is provided with a second inserting groove 51, an inserting rod 6 is inserted in the inserting hole 412, the inserting rod 6 is also inserted in the second inserting groove 51, and the inserting rod 6 improves the stability of the reinforcing rod 5 when being inserted in the first inserting groove 411.
One side of the fixing block 41, which is provided with the insertion hole 412, is connected with the fixing component 7, and the fixing component 7 blocks one end of the insertion rod 6, which is far away from the first reinforcing rod 5, so that the stability of the insertion rod 6 in the insertion with the second insertion groove 51 is improved.
The fixing component 7 comprises a fixing rod 71 fixedly connected with the vertical side wall of the fixing block 41, the fixing rod 71 is rotatably connected with a baffle plate 72, after the insertion rod 6 is inserted into the second insertion groove 51, the baffle plate 72 is rotated, the baffle plate 72 and the insertion rod 6 are far away from one end of the second insertion groove 51 in a butt joint mode, the baffle plate 72 fixes the insertion rod 6, the fixing process is more convenient, and the stability of the insertion rod 6 and the second insertion groove 51 during insertion is improved.
As shown in fig. 2, the vertical side of the reinforcing bar 5 is provided with a connecting hole 52 penetrating through the reinforcing bar 5, and the same connecting rod 53 is inserted into two connecting holes 52 located on the same side. The equal threaded connection of the vertical lateral wall of every stiffener 5 has fastening bolt 54, and fastening bolt 54 and connecting rod 53 closely butt, and fastening bolt 54 is fixed with connecting rod 53, stability when increasing connecting rod 53 and connecting hole 52 grafting.
After the pole 32 and 2 butts of piping lane, stiffener 5 and connecting rod 53 installation are accomplished, to pouring liquid soil in the preformed groove 1, inside liquid soil was arranged in to stiffener 5 and connecting rod 53, liquid soil shaping back, stiffener 5 and connecting rod 53 can increase the holistic intensity of liquid soil, and then increase the stability of 2 fixed with the piping lane.
One side that backup pad 3 is close to piping lane 2 is equipped with a plurality of joint groove 33, pours liquid soil after, and liquid soil is full of joint groove 33, and liquid soil shaping back, liquid soil and joint groove 33 joint increase overall structure's stability.
The implementation principle of the pipe gallery backfill reinforcement system based on quick-setting liquid soil is as follows: with the backup pad 3 and the vertical lateral wall butt of reserve groove 1, rotate butt rod 32, make butt rod 32 and the inseparable butt of the vertical lateral wall of piping lane 2. The reinforcing rod 5 is inserted into the preformed hole 311, the reinforcing rod 5 is inserted into the first insertion groove 411, the insertion rod 6 is inserted into the second insertion groove 51, and the baffle plate 72 is rotated to enable the baffle plate 72 to be abutted to one end, far away from the reinforcing rod 5, of the insertion rod 6.
The connecting rod 53 is inserted into the connecting hole 52, and then the fastening bolt 54 is tightened, and the fastening bolt 54 fixes the connecting rod 53. After stiffener 5 and connecting rod 53 installation are accomplished, pour into liquid soil into in the reservation tank 1, treat liquid soil shaping back, accomplish the fixed work to piping lane 2.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a piping lane backfill reinforcerment system based on rapid hardening liquid state soil, ground is equipped with reserve groove (1) that supply piping lane (2) to place downwards, its characterized in that: the reinforcerment system includes backup pad (3) with preformed groove (1) side inner wall butt, backup pad (3) are close to a plurality of threaded rods (31) of one side fixedly connected with of piping lane (2), and the outside equal screw thread of every threaded rod (31) has cup jointed pole (32), the vertical side butt of pole (32) and piping lane (2), the liquid soil has been pour in preformed groove (1), butt is arranged in liquid soil in pole (32) and threaded rod (31).
2. The rapid-hardening liquid soil-based pipe gallery backfill reinforcement system according to claim 1, characterized in that: fixed surface is connected with bottom plate (4) under backup pad (3), fixed surface is connected with fixed block (41) that set up with threaded rod (31) one-to-one on bottom plate (4), and every threaded rod (31) all is equipped with preformed hole (311), all pegs graft in every preformed hole (311) and have stiffener (5) of arranging in liquid soil inside, stiffener (5) and fixed block (41) one-to-one, and fixed block (41) upper surface is equipped with first inserting groove (411) that supply stiffener (5) to peg graft inwards.
3. The rapid-hardening liquid soil-based pipe gallery backfill reinforcement system according to claim 2, characterized in that: the vertical side of the fixed block (41) is provided with an inserting hole (412), an inserting rod (6) is inserted in the inserting hole (412), and one side of the reinforcing rod (5) close to the inserting hole (412) is provided with a second inserting groove (51) for the inserting rod (6) to be inserted inwards.
4. The rapid-hardening liquid soil-based pipe gallery backfill reinforcement system according to claim 3, wherein: the fixing block (41) is connected with a fixing component (7) which is connected with one end, far away from the reinforcing rod (5), of the inserting rod (6).
5. The rapid-hardening liquid soil-based pipe gallery backfill reinforcement system according to claim 4, wherein: the fixing assembly (7) comprises a fixing rod (71) fixedly connected with one side, provided with an inserting hole (412), of the fixing block (41), the fixing rod (71) is rotatably connected with a baffle (72), and the baffle (72) is abutted to one end, far away from the reinforcing rod (5), of the inserting rod (6).
6. The pipe gallery backfill reinforcement system based on quick-setting liquid soil as claimed in claim 3, wherein: each reinforcing rod (5) is provided with a connecting hole (52), the same connecting rod (53) is inserted into the connecting holes (52), and the connecting rod (53) is arranged in the liquid soil.
7. The pipe gallery backfill reinforcement system based on quick-setting liquid soil as claimed in claim 6, characterized in that: the vertical side wall of the reinforcing rod (5) is connected with a fastening bolt (54) through inward threads, and the fastening bolt (54) is abutted to the connecting rod (53).
8. The rapid-hardening liquid soil-based pipe gallery backfill reinforcement system according to claim 1, characterized in that: one side that backup pad (3) are close to piping lane (2) is equipped with a plurality of joint groove (33) that are filled by liquid soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220933249.8U CN217399727U (en) | 2022-04-20 | 2022-04-20 | Piping lane backfill reinforcing system based on rapid hardening liquid soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220933249.8U CN217399727U (en) | 2022-04-20 | 2022-04-20 | Piping lane backfill reinforcing system based on rapid hardening liquid soil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217399727U true CN217399727U (en) | 2022-09-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220933249.8U Active CN217399727U (en) | 2022-04-20 | 2022-04-20 | Piping lane backfill reinforcing system based on rapid hardening liquid soil |
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| Country | Link |
|---|---|
| CN (1) | CN217399727U (en) |
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2022
- 2022-04-20 CN CN202220933249.8U patent/CN217399727U/en active Active
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