CN211080357U - Liquid fly ash backfilling device for pipe gallery foundation pit - Google Patents
Liquid fly ash backfilling device for pipe gallery foundation pit Download PDFInfo
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- CN211080357U CN211080357U CN201921785334.9U CN201921785334U CN211080357U CN 211080357 U CN211080357 U CN 211080357U CN 201921785334 U CN201921785334 U CN 201921785334U CN 211080357 U CN211080357 U CN 211080357U
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- fly ash
- buckle
- foundation pit
- pipe gallery
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Abstract
The utility model provides a piping lane foundation ditch liquid fly ash backfills device belongs to construction technical field. The technical scheme is as follows: the utility model provides a piping lane foundation ditch liquid fly ash backfill device, including the pump truck and with the drainage tube that the pump truck is connected, its characterized in that still includes the track that two symmetries set up, the slot has been opened from one end to the other end to the track, it has the support frame to peg graft in the slot, the both ends of support frame all are provided with the buckle, be provided with horizontal pipeline on the buckle, horizontal pipeline is located orbital top, horizontal pipeline go up and be located the inboard of buckle all is provided with vertical pipeline, horizontal pipeline's arbitrary one end with the drainage tube is connected, the tip of support frame is pegged graft in just through bolted connection is fixed in the slot. The utility model has the advantages that: the liquid fly ash backfill can be conveniently carried out on the two sides of the gallery foundation pit.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a piping lane foundation ditch liquid fly ash backfills device.
Background
The traditional pipe gallery foundation pit backfilling adopts backfilling plain concrete, or adopts backfilling soil to cooperate with a road roller and a frog hammer for construction. When plain concrete backfill construction is carried out, on the premise of achieving symmetrical pouring on two sides, the number of pump trucks and pouring pipelines required by construction is large, and the construction difficulty is large under the condition that field layout is limited; in addition, if piping lane and fender pile are rigid structure, adopt the lime-soil backfill, very easily take place inhomogeneous settlement between flexible filler and rigid structure thing, lead to the road surface to sink, consequently when carrying out the bilateral symmetry of piping lane backfill, generally adopt liquid fly ash to backfill, set up the liquid fly ash backfill device of piping lane foundation ditch to such specificity.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a device that conveniently carries out liquid fly ash backfill to piping lane foundation ditch both sides.
The utility model discloses a realize through following technical scheme: the utility model provides a piping lane foundation ditch liquid fly ash backfill device, including the pump truck and with the drainage tube that the pump truck is connected, its characterized in that still includes the track that two symmetries set up, the slot has been opened from one end to the other end to the track, it has the support frame to peg graft in the slot, the both ends of support frame all are provided with the buckle, be provided with horizontal pipeline on the buckle, horizontal pipeline is located orbital top, horizontal pipeline just is located the inboard of buckle all is provided with vertical pipeline, horizontal pipeline's arbitrary one end with the drainage tube is connected, the tip of support frame is pegged graft and is in just fixed through bolted connection in the slot, even it is individual the upper portion of vertical pipeline all is provided with the valve.
The support frame comprises a rectangular frame, the rectangular frame comprises two longitudinal beams and two cross beams, the longitudinal beams are arranged in the slots, two mounting rods are arranged between two ends of each cross beam, the mounting rods are positioned at the lower parts of the cross beams, T-shaped rods are arranged on the mounting rods through bolt connection, screw rods are fixedly arranged at two ends of the upper end face of a horizontal rod of each T-shaped rod, the screw rods penetrate through the mounting rods from bottom to top and are fixed on the mounting rods through nuts, threaded holes are formed in the lower parts of vertical rods of the T-shaped rods, and studs are arranged on the threaded holes through threaded connection;
the buckle, the buckle includes that two symmetries set up at the semicircle base, still includes the semicircle fastener, the one end of semicircle fastener articulates two between the semicircle base, the other end pass through the bolt respectively with two the semicircle base is connected, two the bottom of semicircle base is passed through the connecting plate and is connected, the below of connecting plate is provided with the riser, the bottom of riser is provided with the round hole, the riser cover is in on the double-screw bolt, lie in on the double-screw bolt the riser both sides all are provided with the nut through threaded connection. Therefore, the buckle can be rotated to the lower part when the buckle is not used, and the storage is convenient. Can be with the buckle rotatory to upper portion when needing to use, be used for fixing the pipeline, screw up fixedly through the nut after transferring to suitable position.
Two be provided with the layer board on the crossbeam, on the crossbeam and be located layer board both sides are provided with the baffle. The layer board is built on the crossbeam, still need set up the temporary bridge sometimes on the piping lane foundation ditch, the layer board can be used as the temporary bridge.
And a limiting plate is arranged on the upper part of the screw rod and below the mounting rod. Therefore, the length of the screw rod extending out of the mounting plate can be limited, and the T-shaped mounting precision can be ensured.
A plurality of supporting rods are arranged between the two cross beams. The support rod is used for strengthening the strength of the supporting plate, and the safety needs to be guaranteed because the access bridge is used for construction personnel to conveniently pass through.
The end parts of the two rails are connected through cross rods, and the two cross rods are inserted in the slots and connected through bolts. Further enhancing the stability of the overall device.
And reinforcing rods are arranged below the two cross rods through bolts, and clamping grooves matched with the reinforcing rods are arranged on the two cross beams.
The vertical pipeline is formed by splicing a plurality of round pipes. Because the backfill height is constantly changed, the filling can be more conveniently carried out, and the blockage caused by the fact that a pipeline extends into the liquid fly ash is also avoided.
Any one of the same ends is arranged on the mounting rod and positioned on two sides of the buckle, and limiting rods are arranged on two sides of the buckle.
The utility model has the advantages that: conveniently carry out liquid fly ash and backfill to piping lane foundation ditch both sides, because the buckle can be rotatory, rotatory to upper portion with the buckle during the use, can rotate the buckle to the lower part during not using, and the layer board can also be placed as the temporary bridge on upper portion like this and use.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic structural view of the middle support frame and the buckle of the present invention.
Fig. 3 is a partially enlarged view of a portion a in fig. 2.
Fig. 4 is a schematic structural view of the bottom of the support frame and the buckle of the present invention.
Fig. 5 is a partially enlarged view of B in fig. 4.
Fig. 6 is a reference diagram for use as a temporary bridge.
Fig. 7 is a use state reference diagram.
Wherein the reference numerals are: 1. a track; 2. a support frame; 3. buckling; 4. a horizontal pipe; 5. a vertical pipe; 6. a cross bar; 7. a reinforcing bar; 8. a pump truck; 9. a drainage tube; 10. a pipe gallery structure; 11. a field soil layer; 201. a cross beam; 202. a stringer; 203. mounting a rod; 204. a horizontal bar; 205. a vertical rod; 206. a screw; 207. a stud; 208. a nut; 209. a limiting rod; 210. a limiting plate; 211. a card slot; 301. a semicircular base; 302. a connecting plate; 303. a vertical plate; 304. semicircular fasteners.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
Referring to fig. 1-7, a device is backfilled to liquid fly ash of piping lane foundation ditch, including pump truck 8 and the drainage tube 9 of being connected with pump truck 8, still include the track 1 that two symmetries set up, track 1 has the slot from one end to the other end intercommunication, it has support frame 2 to peg graft in the slot, the both ends of support frame 2 all are provided with buckle 3, be provided with horizontal pipeline 4 on the buckle 3, horizontal pipeline 4 is located the top of track 1, horizontal pipeline 4 go up and the inboard that is located buckle 3 all is provided with vertical pipeline 5, horizontal pipeline 4's arbitrary one end is connected with drainage tube 9, the tip of support frame 2 is pegged graft in the slot and is fixed through bolted connection, the upper portion of even vertical pipeline 5 all is provided with the valve.
The support frame 2 comprises a rectangular frame, the rectangular frame comprises two longitudinal beams 202 and two cross beams 201, the longitudinal beams 202 are arranged in the slots, two mounting rods 203 are arranged between two ends of each of the two cross beams 201, the mounting rods 203 are located at the lower parts of the cross beams 201, T-shaped rods are arranged on the mounting rods 203 through bolt connection, screw rods 206 are fixedly arranged at two ends of the upper end face of a horizontal rod 204 of each T-shaped rod, the screw rods 206 penetrate through the mounting rods 203 from bottom to top and are fixed on the mounting rods 203 through nuts, threaded holes are formed in the lower parts of vertical rods 205 of the T-shaped rods, and studs 207 are arranged on the threaded holes through threaded connection;
The two beams 201 are provided with a supporting plate 12, and baffles 211 are arranged on the beams 201 and positioned at two sides of the supporting plate 12. The supporting plate 12 is erected on the cross beam 201, and sometimes, an access bridge needs to be erected on a pipe gallery foundation pit, and the supporting plate 12 can be used as the access bridge.
A stopper plate 210 is provided above the screw 206 and below the mounting rod 203. This limits the length of the screw 206 extending out of the mounting plate 203 and also ensures the mounting accuracy of the T-shape.
A plurality of support rods are arranged between the two beams 201. The support bars are used to reinforce the strength of the pallet 12, since the access bridge is used for the convenience of the constructors, and safety needs to be secured.
The ends of the two rails 1 are connected through a cross rod 6, and the two cross rods 6 are inserted into the slots and connected through bolts. Further enhancing the stability of the overall device.
Reinforcing rods 7 are arranged below the two cross rods 6 through bolts, and clamping grooves 211 matched with the reinforcing rods 7 are formed in the two cross beams 201.
The vertical pipeline 5 is formed by splicing a plurality of round pipes. Because the backfill height is constantly changed, the filling can be more conveniently carried out, and the blockage caused by the fact that a pipeline extends into the liquid fly ash is also avoided.
Limiting rods 209 are arranged on any one of the mounting rods 203 at the same end and positioned at two sides of the buckle 3. When rotating buckle 3 to the top and fixing the pipeline, can remove buckle 3 to between two gag lever posts 209, carry out spacingly to buckle 3, then fix through nut 208.
The using mode, place track 1 on the place soil layer 11 of piping lane structure 10 both sides, fix support frame 2 on track 1, twist into the screw thread hole on a vertical pole 205 with double-screw bolt 207, and make double-screw bolt 207 stretch out, then twist a nut in proper order, sheathe buckle 3 in, twist on another nut, continue to twist double-screw bolt 207 and make it twist in the screw thread hole on another vertical pole, then it is fixed through buckle 3 with horizontal pipeline 4 and vertical pipeline 5, be connected horizontal pipeline 4 and drainage tube 9, fill through the valve on the vertical pipeline 5 of control.
The technical features that the utility model has not been described can be realized through or adopt prior art, and no longer give unnecessary details here, and of course, the above-mentioned explanation is not right the utility model discloses a restriction, the utility model discloses also not only be limited to the above-mentioned example, ordinary skilled person in this technical field is in the utility model discloses a change, modification, interpolation or replacement made in the essential scope also should belong to the utility model discloses a protection scope.
Claims (9)
1. The utility model provides a piping lane foundation ditch liquid fly ash backfill device, including the pump truck and with the drainage tube that the pump truck is connected, its characterized in that still includes the track that two symmetries set up, the slot has been opened from one end to the other end to the track, it has the support frame to peg graft in the slot, the both ends of support frame all are provided with the buckle, be provided with horizontal pipeline on the buckle, horizontal pipeline is located orbital top, horizontal pipeline just is located the inboard of buckle all is provided with vertical pipeline, horizontal pipeline's arbitrary one end with the drainage tube is connected, the tip of support frame is pegged graft and is in just fixed through bolted connection in the slot, even it is individual the upper portion of vertical pipeline all is provided with the valve.
2. The pipe gallery foundation pit liquid fly ash backfill device according to claim 1, wherein the support frame comprises a rectangular frame, the rectangular frame comprises two longitudinal beams and two cross beams, the longitudinal beams are arranged in the slots, two mounting rods are arranged between two ends of the two cross beams, the mounting rods are located at the lower portions of the cross beams, T-shaped rods are arranged on the mounting rods through bolt connection, screw rods are fixedly arranged at two ends of the upper end face of a horizontal rod of each T-shaped rod, the screw rods penetrate through the mounting rods from bottom to top and are fixed on the mounting rods through nuts, threaded holes are formed in the lower portions of vertical rods of the T-shaped rods, and studs are arranged on the threaded holes through threaded connection;
the buckle, the buckle includes that two symmetries set up at the semicircle base, still includes the semicircle fastener, the one end of semicircle fastener articulates two between the semicircle base, the other end pass through the bolt respectively with two the semicircle base is connected, two the bottom of semicircle base is passed through the connecting plate and is connected, the below of connecting plate is provided with the riser, the bottom of riser is provided with the round hole, the riser cover is in on the double-screw bolt, lie in on the double-screw bolt the riser both sides all are provided with the nut through threaded connection.
3. The pipe gallery foundation pit liquid fly ash backfill device according to claim 2, wherein a supporting plate is arranged on two beams, and baffles are arranged on the beams and positioned on two sides of the supporting plate.
4. The pipe gallery foundation pit liquid fly ash backfill device according to claim 3, wherein a limiting plate is arranged on the upper portion of the screw rod and below the mounting rod.
5. The liquid fly ash backfill device for the pipe gallery foundation pit according to claim 3, wherein a plurality of support rods are arranged between the two cross beams.
6. The liquid fly ash backfill device for the pipe gallery foundation pit according to claim 3, wherein the ends of the two rails are connected through a cross rod, and the two cross rods are inserted into the slots and connected through bolts.
7. The pipe gallery foundation pit liquid fly ash backfill device according to claim 6, wherein reinforcing rods are arranged below the two cross rods through bolts, and clamping grooves matched with the reinforcing rods are arranged on the two cross beams.
8. The liquid fly ash backfill device for the pipe gallery foundation pit according to claim 2, wherein the vertical pipeline is formed by splicing a plurality of round pipes.
9. The liquid fly ash backfill device for the pipe gallery foundation pit according to claim 2, wherein limiting rods are arranged on any one of the mounting rods at the same end and on two sides of the buckle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921785334.9U CN211080357U (en) | 2019-10-23 | 2019-10-23 | Liquid fly ash backfilling device for pipe gallery foundation pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921785334.9U CN211080357U (en) | 2019-10-23 | 2019-10-23 | Liquid fly ash backfilling device for pipe gallery foundation pit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211080357U true CN211080357U (en) | 2020-07-24 |
Family
ID=71625663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921785334.9U Active CN211080357U (en) | 2019-10-23 | 2019-10-23 | Liquid fly ash backfilling device for pipe gallery foundation pit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211080357U (en) |
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2019
- 2019-10-23 CN CN201921785334.9U patent/CN211080357U/en active Active
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