CN211643634U - River-crossing pipeline transportation track - Google Patents
River-crossing pipeline transportation track Download PDFInfo
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- CN211643634U CN211643634U CN201821896320.XU CN201821896320U CN211643634U CN 211643634 U CN211643634 U CN 211643634U CN 201821896320 U CN201821896320 U CN 201821896320U CN 211643634 U CN211643634 U CN 211643634U
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Abstract
The utility model relates to a river-crossing pipeline transportation track, which comprises an embedded anchoring body, a portal frame structure and a track reinforcing structure between portal frames, wherein the embedded anchoring body consists of a side wall embedded groove, a fixed ground anchor and an anchoring body top embedded steel plate; the door-shaped frame structure mainly comprises a base plate, a base plate longitudinal connecting plate, a base plate transverse connecting plate, an anchor bar, a reinforced prestressed rod cable, a profile steel track foundation, a light rail and a light rail reinforcing rib plate; the rail reinforcing structure between the spanning portal frames mainly comprises a base plate, a reinforced steel frame, a profile steel rail foundation and a light rail. The utility model discloses a regularization gate-type track and transportation platform truck combination fortune pipe technique, this technique is advanced, has not only accelerated the construction progress, has saved the engineering investment simultaneously, buries formula prefabricated anchor body, adopts and buries formula prefabricated anchor body, and structural design is novel, and the simple installation practices thrift the cost, adopts bottom monolithic stationary prestressing force gate-type frame, and the structure is firm, can effectively guarantee the safe transportation of pipeline.
Description
Technical Field
The utility model relates to a cross river course pipeline transportation track belongs to the civil engineering field, and the specially adapted is cross river course pipeline transportation construction.
Background
With the acceleration of the urbanization process in China and the rapid development of urban construction, the requirement on urban pipe network construction is higher and higher, a water supply pipeline is an essential basic public facility in a city, and the construction quality of the water supply pipeline is directly related to the daily production and life of people. With the progress of science and technology, the water conservancy construction technology in China is rapidly developed, and meanwhile, the river-crossing construction technology and the construction quality problem of the pipeline are more concerned by people.
The river-crossing construction technology of the pipeline is a key factor influencing the construction quality of the municipal pipeline. However, the current municipal pipeline construction process has more influence factors, the pipeline engineering belongs to urban hidden engineering facilities, and the river-crossing pipeline construction condition is more complex, so that more complex technical requirements are provided for pipeline river-crossing construction. Based on this, the utility model discloses a discussing the problem that exists in the present pipeline river course construction of striding, combining the research achievement analysis pipeline before and striding the main method that the river course construction adopted, provided one kind and can stride river course pipeline transportation track, this technique is advanced, has not only accelerated the construction progress, has saved the engineering investment simultaneously, provides the reference for follow-up construction.
Disclosure of Invention
The utility model aims at providing a river-crossing pipeline transportation track adopts regularization gate-type track and transportation platform truck combination fortune pipe technique, and this technique is advanced, has not only accelerated the construction progress, has saved the engineering investment simultaneously, buries formula prefabricated anchor body, adopts and buries formula prefabricated anchor body, and structural design is novel, and the simple installation practices thrift the cost, adopts bottom monolithic stationary prestressing force gate-type frame, and the structure is firm, can effectively guarantee the safe transportation of pipeline.
The utility model provides a cross river course pipeline transportation track, its characterized in that, cross river course pipeline transportation track is including buryying formula prefabricated anchor body, door type frame structure and stride the track reinforced structure between the portal, buryying formula prefabricated anchor body is established at the river course both ends, and door type frame structure is established on the riverbed in river course, strides between the portal track reinforced structure and is used for strengthening door type frame structure longitudinal rigidity, still includes pipeline, hoist engine, steering block, buryying formula prefabricated anchor body hoist engine support, turns to the coaster support, door type frame, baseboard, anchor bar and light rail, the hoist engine is installed on the hoist engine support, turn to the coaster and install on turning to the coaster support, hoist engine support and turning to the coaster support are fixed on buryying formula prefabricated anchor body, the light rail is installed on door type frame, door type frame passes through baseboard and anchor bar and installs on the riverbed.
In some embodiments, the embedded type prefabricated anchor body is composed of an embedded type prefabricated anchor body, a side wall embedding groove, a fixing ground anchor and an anchor body top embedding steel plate, the rock body is excavated into a groove shape, the side wall embedding groove on the embedded type prefabricated anchor body is clamped and fixed, and then the embedded type prefabricated anchor body is fixed through the fixing ground anchor.
In some embodiments, the top of the embedded prefabricated anchoring body is provided with an anchoring body top embedded steel plate for fixing a winch bracket and a steering pulley bracket and realizing fastening by using a fixed ground anchor.
In some embodiments, the gate frame structure mainly comprises a base anchor plate, a base anchor plate longitudinal connecting plate, a base anchor plate transverse connecting plate, an anchor bar, a reinforced prestressed rod cable, a profile steel track foundation, a light rail and a light rail reinforcing rib plate, the gate frames are arranged on the riverbed at intervals along the pipeline direction, the base anchor plate is arranged at the bottom of the gate frames, and the gate frames are fixed by the anchor bar.
In some embodiments, the base plates are connected into a whole by a base plate transverse connecting plate in the transverse direction, and a plurality of base plates are connected into a whole by a base plate longitudinal connecting plate in the longitudinal direction and are fixed by anchor bars.
In some embodiments, the steel rail foundation is arranged on the top of the portal frame, the central lower part of the steel rail foundation is provided with a reinforced prestressed rod cable, the other end of the steel rail foundation is connected to a riverbed and used for adjusting the elevation of the portal frame, the upper part of the steel rail foundation is provided with a light rail reinforcing rib plate, and the light rail is arranged on the upper part of the light rail reinforcing rib plate.
In some embodiments, the rail reinforcing structure between the spanning door frames mainly comprises a base plate, a reinforced steel frame, a profile steel rail foundation and a light rail, and the reinforced steel frame is additionally arranged between the two door frames in order to improve the longitudinal rigidity of the door frames.
The utility model has the following characteristics and beneficial effect:
1. the utility model discloses a regularization gate-type track and transportation platform truck combination fortune pipe technique, this technique is advanced, has not only accelerated the construction progress, has saved the engineering investment simultaneously.
2. The utility model discloses an bury formula prefabricated anchor body, structural design is novel, and the simple installation practices thrift the cost, can effectively guarantee the hoist engine support and turn to the coaster support firm, provides reliable assurance for the pipeline transportation.
3. The utility model discloses a bottom monolithic stationary prestressing force door type frame, the structure is firm, can effectively guarantee the safe transportation of pipeline.
4. The utility model discloses arrange the hoist engine earth anchor in river reach anchor block one end of striding, the other end is laid and is turned to the earth anchor of coaster, utilizes the transport track of hoist engine and installation to go up the mounted position, can effectively guarantee transportation safety.
Drawings
FIG. 1 is a schematic view of a river-crossing pipeline transportation track installation;
FIG. 2 is a cross-sectional view of the gantry;
FIG. 3 is a longitudinal sectional view of the gantry;
FIG. 4 is a structural view of a rail reinforcement between spanning portals;
FIG. 5 is a view of the hoist anchor configuration;
FIG. 6 is a view of the anchor configuration of the steering trolley;
in the figure: 1-pipeline, 4-loose compensation joint, 5-anchor block, 6-foundation, 7-anchor block first-stage pouring section, 11-concrete-filled tube, 12-anchor block, 13-anchor block tie bar, 14-anchor block pre-embedded sliding support, 16-support block confined long screw, 17-cast-in-place ground beam, 25-grass planting slope fixing, 26-winch, 27-turning pulley, 28-embedded anchor prefabricated body, 29-anchor hole, 30-side wall embedded groove, 31-fixed ground anchor, 32-anchor body top embedded steel plate, 33-fixed screw, 34-winch support, 35-turning pulley support, 36-door type frame, 37-reinforced steel frame, 38-ground foot plate, 39-ground foot plate longitudinal connecting plate, 40-ground foot plate transverse connecting plate, 41-anchor bars, 42-reinforced prestressed rod cables, 43-section steel track foundations, 44-light rails, 45-light rail reinforcing rib plates and 85-connecting angle steel.
Detailed Description
The utility model discloses construction technical requirements such as steel pipe welding and cutting, steel reinforcement cage ligature, concrete pouring are no longer being repeated among the embodiment, key exposition the utility model discloses cross the orbital embodiment of river course pipeline transportation, combine the drawing below and make further detailed description to the invention through the embodiment, this description is not restricted to following embodiment.
As shown in fig. 1 to 6, the present invention mainly includes: the device comprises a pipeline 1, a ballast 5, a buttress 12, a winch 26, a steering tackle 27, an embedded prefabricated anchor body 28, an anchor hole 29, a side wall embedding groove 30, a fixed ground anchor 31, an anchor body top embedded steel plate 32, a fixed screw 33, a winch bracket 34, a steering tackle bracket 35, a door-shaped frame 36, a reinforced steel frame 37, a baseboard 38, a baseboard longitudinal connecting plate 39, a baseboard transverse connecting plate 40, an anchor bar 41, a reinforced prestressed rod cable 42, a profile steel track foundation 43, a light rail 44 and a light rail reinforcing rib plate 45; the river-crossing pipeline transportation track comprises embedded prefabricated anchoring bodies 28, a portal frame structure and a track reinforcing structure between the crossing portals; the winch 26 is arranged on a winch bracket 34, the steering tackle 27 is arranged on a steering tackle bracket 35, and the winch bracket 34 and the steering tackle bracket 35 are fixed on the embedded prefabricated anchoring body 28; the light rail 44 is arranged on the door-shaped frame 36, and the door-shaped frame 36 is arranged on the riverbed through the base plate 38 and the anchor bars 41;
as shown in fig. 1, 5 and 6, the embedded precast anchor 28 mainly comprises an embedded precast anchor 28, a side wall embedded groove 30, a fixed ground anchor 31 and an anchor top embedded steel plate 32, wherein the excavation of the rock body is in a groove shape, the side wall embedded groove 30 on the embedded precast anchor 28 can realize clamping and consolidation, and then the fixed ground anchor 31 is used for fixing the embedded precast anchor 28; the top of the embedded prefabricated anchoring body 28 is provided with an anchoring body top embedded steel plate 32 for fixing a winch bracket 34 and a steering pulley bracket 35 and realizing fastening by a fixed ground anchor 31.
As shown in fig. 1, 2 and 3, the portal frame structure mainly comprises a base anchor 38, a longitudinal connecting plate 39 of the base anchor, a transverse connecting plate 40 of the base anchor, an anchor bar 41, a reinforced prestressed rod cable 42, a profile steel track foundation 43, a light rail 44 and a light rail reinforcing rib plate 45, wherein a certain number of portal frames 36 are arranged on the riverbed at intervals along the direction of the pipeline 1, the base anchor 38 is arranged at the bottom of each portal frame 36 and is fixed by the anchor bar 41; the floor boards 38 are connected into a whole through a floor board transverse connecting plate 40 in the transverse direction, and a plurality of floor boards 38 are connected into a whole through a floor board longitudinal connecting plate 39 in the longitudinal direction and are fixed by anchor bars 41; the steel rail foundation 43 is arranged on the top of the portal frame 36, the lower part of the center of the steel rail foundation is provided with a reinforced prestress rod cable 42, the other end of the steel rail foundation is connected to a riverbed and can be used for adjusting the elevation of the portal frame 36, the upper part of the steel rail foundation 43 is provided with a light rail reinforcing rib plate 45, and the light rail 44 is erected on the upper part of the light rail reinforcing rib plate 45.
As shown in fig. 4, the rail reinforcement structure between the portal strides is mainly composed of a footing plate 38, a reinforced steel frame 37, a profile steel rail foundation 43 and a light rail 44, and the reinforced steel frame 37 is additionally arranged between the two portal frames 36 in order to improve the longitudinal rigidity of the portal frames 36.
Claims (7)
1. A river-crossing pipeline transportation track is characterized by comprising embedded prefabricated anchoring bodies (28), door-shaped frame structures and a track reinforcing structure between crossing portals, wherein the embedded prefabricated anchoring bodies (28) are arranged at two ends of a river channel, the door-shaped frame structures are arranged on a riverbed of the river channel, the track reinforcing structure between crossing portals is used for enhancing the longitudinal rigidity of the door-shaped frame structures, the river-crossing pipeline transportation track further comprises a pipeline (1), a winch (26), a steering pulley (27), an embedded prefabricated anchoring body (28), a winch support (34), a steering pulley support (35), a door-shaped frame (36), a baseboard (38), an anchor bar (41) and a light rail (44), the winch (26) is arranged on the winch support (34), the steering pulley (27) is arranged on the steering pulley support (35), the winch support (34) and the steering pulley support (35) are fixed on the embedded prefabricated anchoring body (28), the light rail (44) is arranged on the portal frame (36), and the portal frame (36) is arranged on the riverbed through the base anchor (38) and the anchor bars (41).
2. The river-crossing pipeline transportation rail of claim 1, wherein the embedded precast anchor body (28) is composed of an embedded precast anchor body (28), a side wall embedded groove (30), a fixed ground anchor (31) and an anchor body top embedded steel plate (32), the rock body is excavated into a groove shape, the side wall embedded groove (30) on the embedded precast anchor body (28) is used for realizing clamping and solidification, and then the embedded precast anchor body (28) is fixed through the fixed ground anchor (31).
3. The river-crossing pipeline transportation rail of claim 2, wherein the embedded prefabricated anchor body (28) is provided with an anchor body top embedded steel plate (32) on the top for fixing a winch bracket (34) and a steering trolley bracket (35) and realizing fastening by a fixed ground anchor (31).
4. The river-crossing pipeline transportation rail of claim 1, wherein the portal frame structure mainly comprises a base anchor plate (38), a base anchor plate longitudinal connecting plate (39), a base anchor plate transverse connecting plate (40), an anchor bar (41), a reinforced prestressed rod cable (42), a profile steel track foundation (43), a light rail (44) and a light rail reinforcing rib plate (45), portal frames (36) are arranged on the riverbed at intervals along the direction of the pipeline (1), and the base anchor plate (38) is arranged at the bottom of each portal frame (36) and is fixed by the anchor bar (41).
5. The river-crossing pipeline transportation rail of claim 4, wherein the base boards (38) are connected into a whole in the transverse direction through base board transverse connecting plates (40), and a plurality of base boards (38) are connected into a whole in the longitudinal direction through base board longitudinal connecting plates (39) and fixed by anchor bars (41).
6. The river-crossing pipeline transportation track according to claim 4, wherein the steel rail foundation (43) is arranged on the top of the portal frame (36), a reinforced prestressed rod cable (42) is arranged at the lower part of the center of the steel rail foundation, the other end of the steel rail foundation is connected to the riverbed and used for adjusting the elevation of the portal frame (36), a light rail reinforcing rib plate (45) is arranged at the upper part of the steel rail foundation (43), and the light rail (44) is erected at the upper part of the light rail reinforcing rib plate (45).
7. The river-crossing pipeline transportation rail of claim 1, wherein the rail reinforcing structure between the crossing portal frames mainly comprises a base plate (38), a reinforced steel frame (37), a profile steel rail foundation (43) and a light rail (44), and the reinforced steel frame (37) is additionally arranged between the two portal frames (36) for improving the longitudinal rigidity of the portal frames (36).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821896320.XU CN211643634U (en) | 2018-11-16 | 2018-11-16 | River-crossing pipeline transportation track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821896320.XU CN211643634U (en) | 2018-11-16 | 2018-11-16 | River-crossing pipeline transportation track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211643634U true CN211643634U (en) | 2020-10-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821896320.XU Active CN211643634U (en) | 2018-11-16 | 2018-11-16 | River-crossing pipeline transportation track |
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| Country | Link |
|---|---|
| CN (1) | CN211643634U (en) |
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2018
- 2018-11-16 CN CN201821896320.XU patent/CN211643634U/en active Active
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