CN111350878B - Long-distance oil and gas pipeline laying, installing and constructing method - Google Patents

Long-distance oil and gas pipeline laying, installing and constructing method Download PDF

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Publication number
CN111350878B
CN111350878B CN202010218261.6A CN202010218261A CN111350878B CN 111350878 B CN111350878 B CN 111350878B CN 202010218261 A CN202010218261 A CN 202010218261A CN 111350878 B CN111350878 B CN 111350878B
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China
Prior art keywords
foundation pit
oil
support
gas pipeline
pipeline
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CN202010218261.6A
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CN111350878A (en
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章耀尹
黄勤
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Dongying Dongkai Industrial Park Operation Management Co ltd
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Dongying Dongkai New Material Industrial Park Co ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • F16L1/036Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being composed of sections of short length
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06Accessories therefor, e.g. anchors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/02Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Supports For Pipes And Cables (AREA)
  • Pipeline Systems (AREA)

Abstract

The invention discloses a construction method for laying, installing and constructing a long-distance oil and gas pipeline, which relates to the technical field of building construction, and specifically comprises the following steps: s1, excavating the foundation pit: excavating a foundation pit for laying an oil and gas pipeline on the ground, wherein the opening of the foundation pit is upward, and the wall of the foundation pit is vertical to the bottom surface of the foundation pit; s2, mounting base: placing a plurality of bases for supporting the oil and gas pipeline in the foundation pit excavated in the step S1, wherein every two adjacent bases are fixed on the bottom surface of the foundation pit at equal intervals; s3, placing the pipelines: and (3) placing a plurality of oil and gas pipelines near the foundation pit excavated in the step (1), and placing the oil and gas pipelines to be parallel to the foundation pit. According to the invention, the top end of the supporting base is provided with the plurality of threaded holes which are distributed at equal intervals, so that the distance between the supporting rib plates at two sides of the top end of the supporting base can be adjusted, and the adaptive adjustment can be conveniently carried out according to different diameters of oil and gas pipelines.

Description

Long-distance oil and gas pipeline laying, installing and constructing method
Technical Field
The invention relates to the technical field of energy transmission construction, in particular to a long-distance oil and gas pipeline laying, installing and constructing method.
Background
The oil-gas pipeline is used for conveying fluid substances such as petroleum or natural gas, and is formed by connecting a plurality of pipelines end to form an oil way for conveying the fluid substances in the pipeline in a flowing mode. When the oil and gas pipeline is installed, in order to avoid pipeline damage in the using process, the oil and gas pipeline is usually buried underground, and the oil and gas pipeline is buried in the oil and gas pipeline by excavating pits on the ground so as to improve the protection of the oil and gas pipeline.
Existing, when the oil and gas pipeline is installed, because the oil and gas pipeline needs to be used for long-distance conveying, when installing the oil and gas pipeline, a very long foundation pit is dug on the ground, and for the ground of earth, when digging the foundation pit, the bottom surface of the foundation pit is easy to dig and level, and when the ground contains harder materials such as stones, etc., in the process of digging the foundation pit, it is difficult to dig unevenness the ground of the substrate, the bottom surface of the foundation pit is dug, the stress of the joint of two adjacent pipelines is easy to be uneven, the fracture of the joint of the oil and gas pipeline buried in the foundation pit for a long time is easy to cause, and the use safety of the oil and gas pipeline is influenced.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide a construction method for laying and installing a remote oil and gas pipeline, which solves the technical problems that when the oil and gas pipeline is installed, due to the fact that the ground of a substrate is excavated to be uneven and the bottom surface of the foundation pit is excavated to be uneven, the stress on the joint of two adjacent pipelines is uneven, the joint of the oil and gas pipeline buried in the foundation pit for a long time is easy to break, and the use safety of the oil and gas pipeline is influenced.
The technical problem to be solved by the invention is realized by adopting the following technical scheme: a construction method for laying, installing and constructing a long-distance oil and gas pipeline specifically comprises the following steps:
s1, excavating the foundation pit: excavating a foundation pit for laying an oil and gas pipeline on the ground, wherein the opening of the foundation pit is upward, and the wall of the foundation pit is vertical to the bottom surface of the foundation pit;
s2, mounting base: placing a plurality of bases for supporting the oil and gas pipeline in the foundation pit excavated in the step S1, wherein every two adjacent bases are fixed on the bottom surface of the foundation pit at equal intervals;
s3, placing the pipelines: placing a plurality of oil and gas pipelines near the foundation pit excavated in the step 1, and placing the oil and gas pipelines to be parallel to the foundation pit;
s4, pipeline delivery: installing the oil and gas pipelines placed near the foundation pit in the step S3, and enabling a plurality of oil and gas pipelines to fall onto a base on the bottom surface of the foundation pit through rolling the oil and gas pipelines;
s5, mounting a pipeline: installing the plurality of pipelines placed on the base of the bottom surface of the foundation pit in the step S4, and fixedly connecting two adjacent pipelines to enable the two adjacent oil and gas pipelines to be communicated;
s6, filling the foundation pit, namely, throwing broken soil into the foundation pit with the oil and gas pipeline in the step S5, and filling the interior of the foundation pit with the broken soil to enable the top surface of the foundation pit to be level with the ground;
the remote oil and gas pipeline laying and mounting construction method in the steps S1-S6 is specifically completed by matching a remote oil and gas pipeline laying and mounting construction device, the remote oil and gas pipeline laying and mounting construction device comprises a plurality of lock catches fixed on one side of a foundation pit and a plurality of rollers mounted on the other side of the foundation pit, shaft levers are arranged at two ends of the rollers, the shaft levers at two ends of the rollers are mounted on a rack through bearings, the rack is fixed on the ground close to the foundation pit, two adjacent rollers are fixedly connected through a coupler, the top end of the shaft lever of one of the rollers is provided with a first chain wheel, a servo motor is mounted on the ground close to the first chain wheel, the top end of an output shaft of the servo motor is provided with a second chain wheel, and the second chain wheel is in transmission connection with the first chain wheel through a chain;
the outer wall of each roller is wrapped with canvas, the other end of the canvas extends to the other side of the foundation pit from the upper part of the foundation pit, the top end of the canvas extending to the other side of the foundation pit is provided with a plurality of connecting ropes, and the top end of each connecting rope is fixed on the corresponding lock catch;
wherein, put into two adjacent oil vapour pipeline bottoms on the foundation ditch bottom surface and be equipped with the pipeline bracket support, pipeline bracket is provided with a plurality of altogether, and pipeline bracket installs the both ends at each oil vapour pipeline.
As a preferable technical scheme of the invention, the pipeline support comprises a support base, wherein support rib plates are symmetrically arranged on two sides of the top of the support base, a first support with an arc-shaped structure is arranged at the top end of the support rib plate on each side, first support legs are symmetrically hinged on two sides of the bottom end of the support base, a bottom foot is hinged on the bottom end of each first support leg, a second support leg is hinged on the top end of each first support leg, a plurality of second limit holes are arranged in the middle of the first support leg in an equidistant distribution manner, a plurality of first limit holes are arranged in the middle of the second support leg in an equidistant distribution manner, a first support rod is arranged between the first support leg and the second support leg, lock pins matched with the first limit holes and the second limit holes are arranged at two ends of the first support rod, one end of the first support rod is fixed in the first limit hole through the lock pins, the other end of the first supporting rod is fixed in the second limiting hole through a lock pin.
As a preferable technical scheme of the invention, the top end of the first support is hinged with a second support with a circular arc structure, an adjusting plate with a sector structure is arranged near the top end of the first support, the middle part of the adjusting plate is provided with a plurality of locking holes which are distributed at equal intervals according to the circumference, the bottom end of the adjusting plate near the second support is provided with a swing rod, and the top end of the swing rod is provided with a locking pin which is mutually clamped with the locking holes.
As a preferred technical scheme of the present invention, the top of the support base is provided with a plurality of threaded holes distributed at equal intervals, the bottom of the support rib plate installed at both sides of the support base is provided with a bolt, and the bolt at the bottom end of the support rib plate is locked in the threaded hole of the support base through thread fit.
As a preferable technical scheme of the present invention, a plurality of rubber teeth are mounted on an inner wall of the second bracket, and each of the rubber teeth is a triangular tooth.
As a preferred technical scheme of the invention, the bottom end of the base is provided with a plurality of equally-distributed pointed nails, each pointed nail is in a cylindrical structure at the bottom end of the base, and the bottom end of each pointed nail is provided with a conical surface.
Compared with the prior art, the invention at least comprises the following beneficial effects:
according to the invention, a rotatable roller is installed on one side of a foundation pit, a cable buckle is installed on the other side of the foundation pit, canvas is arranged above the foundation pit, two butted oil and gas pipelines are rolled on the canvas, the roller is driven to rotate by a servo motor, the oil and gas pipelines are supported by the canvas, the oil and gas pipelines are slowly placed on a base on the bottom surface of the foundation pit, the two adjacent oil and gas pipelines are stably placed between the bases, and the oil and gas pipelines are installed at two ends of each oil and gas pipeline through pipeline supports, so that when the two adjacent pipelines are butted, the bottom pipeline supports are used for supporting, and the stress at the joint of the two butted pipelines is uniform.
The first supporting leg and the second supporting leg are symmetrically hinged to the two sides of the bottom end of the supporting base, so that the included angle between the first supporting leg and the second supporting leg can be adjusted adaptively according to the unevenness of the bottom surface of the foundation pit, and the included angle between the first supporting leg and the second supporting leg is locked and fixed by arranging a plurality of limiting holes and fixing the two ends of the first supporting rod on the first supporting leg and the second supporting leg, so that the mounting firmness of the supporting base is improved.
The top end of the supporting base is provided with the threaded holes which are distributed at equal intervals, so that the distance between the supporting rib plates on the two sides of the top end of the supporting base is adjustable, adaptability adjustment is convenient to perform according to different diameters of oil and gas pipelines, and the clamping firmness of the oil and gas pipelines is improved.
The second support is hinged to the top end of the first support, so that the second support can swing to any angle at the top end of the first support, adaptability adjustment can be conducted according to the diameter of a pipeline conveniently, the adjusting plate with the fan-shaped structure is arranged at the top end of the first support, the second support is clamped in different locking holes in the adjusting plate through locking pins, the angle of the adjusted second support is fixed, and mounting firmness of the first support is improved.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a process flow diagram of a construction method for laying, installing and constructing a long-distance oil and gas pipeline according to the present invention;
FIG. 2 is a top view of the construction apparatus for laying and installing a long-distance oil and gas pipeline according to the present invention;
FIG. 3 is a schematic view of the structural connection between two adjacent rollers according to the present invention;
FIG. 4 is a schematic structural view of the front side of the oil-gas pipeline installed in the foundation pit according to the present invention;
FIG. 5 is a schematic side view of the oil and gas pipeline installed in a foundation pit according to the present invention;
FIG. 6 is a schematic view of the structural connection of the second bracket and the first bracket according to the present invention;
in the figure: 1. hasp, 2, connecting rope, 3, canvas, 4, axostylus axostyle, 5, first sprocket, 6, chain, 7, servo motor, 8, frame, 9, the cylinder, 10, the shaft coupling, 11, the second sprocket, 12, the pipeline support, 1201, first supporting leg, 1202, first bracing piece, 1203, lockpin, 1204, the bolt, 1205, the bracing ribbed slab, 1206, the screw hole, 1207, the support base, 1208, the spike, 1209, the footing, 1210, first support, 1211, the regulating plate, 1212, the locking hole, 1213, the second support, 1214, the second supporting leg, 1215, first spacing hole, 1216, the rubber tooth, 1217, the pendulum rod, 1218, the locking pin, 1219, the second spacing hole, 13, the base.
Detailed Description
The embodiments of the invention will be described in detail below with reference to the drawings, but the invention can be implemented in many different ways as defined and covered by the claims.
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further explained below by combining the specific drawings.
It will be understood that when an element is referred to as being "secured to" another element, it can be on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and similar expressions are used herein for illustrative purposes only and do not represent the only embodiments.
Please refer to fig. 1-6, which are schematic structural diagrams of a construction method for laying and installing a long-distance oil and gas pipeline;
a construction method for laying, installing and constructing a long-distance oil and gas pipeline specifically comprises the following steps:
s1, excavating the foundation pit: excavating a foundation pit for laying an oil and gas pipeline on the ground, wherein the opening of the foundation pit is upward, and the wall of the foundation pit is vertical to the bottom surface of the foundation pit;
s2, mounting base: placing a plurality of bases 13 for supporting the oil and gas pipeline in the foundation pit excavated in the step S1, wherein every two adjacent bases 13 are fixed on the bottom surface of the foundation pit at equal intervals;
s3, placing the pipelines: placing a plurality of oil and gas pipelines near the foundation pit excavated in the step 1, and placing the axes of the plurality of oil and gas pipelines to be parallel to the foundation pit;
s4, pipeline delivery: installing the oil and gas pipelines placed near the foundation pit in the step S3, and enabling a plurality of oil and gas pipelines to fall onto the base 13 on the bottom surface of the foundation pit through rolling the oil and gas pipelines;
s5, mounting a pipeline: installing the plurality of pipelines placed on the base of the bottom surface of the foundation pit in the step S4, and fixedly connecting two adjacent pipelines to enable the two adjacent oil and gas pipelines to be communicated;
s6, filling the foundation pit, namely, throwing broken soil into the foundation pit with the oil and gas pipeline in the step S5, and filling the interior of the foundation pit with the broken soil to enable the top surface of the foundation pit to be level with the ground;
the long-distance oil and gas pipeline laying and installing construction method is completed by matching a natural gas conveying pipeline engineering laying device, and comprises a plurality of lock catches 1 fixed on one side of a foundation pit and a plurality of rollers 9 arranged on the other side of the foundation pit, shaft levers 4 are arranged at two ends of the rollers 9, the shaft levers 4 at two ends of the rollers 9 are arranged on a rack 8 through bearings, the rack 8 is fixed on the ground close to the foundation pit, two adjacent rollers 9 are fixedly connected through a coupler 10, a first chain wheel 5 is arranged at the top end of the shaft lever 4 of one roller 9, a servo motor 7 is arranged on the ground close to the first chain wheel 5, a second chain wheel 11 is arranged at the top end of an output shaft of the servo motor 7, and the second chain wheel 11 is in transmission connection with the first chain wheel 5 through a chain 6;
the outer wall of each roller 9 is wrapped with canvas 3, the other end of the canvas 3 extends to the other side of the foundation pit from the upper part of the foundation pit, the top end of the canvas 3 extending to the other side of the foundation pit is provided with a plurality of connecting ropes 2, and the top end of each connecting rope 2 is fixed on the corresponding lock catch 1;
wherein, put into two adjacent oil vapour pipeline bottoms on the foundation ditch bottom surface and be equipped with pipe bracket 12 and support, pipe bracket 12 is provided with a plurality of altogether, and pipe bracket 12 installs the both ends at each oil vapour pipeline.
The rotary roller 9 is installed on one side of a foundation pit, the cable buckle 1 is installed on the other side of the foundation pit, the canvas 3 is arranged above the foundation pit, two butted oil and gas pipelines are rolled on the canvas 3, the roller 9 is driven to rotate through the servo motor 7, the oil and gas pipelines are supported by the canvas 3, the oil and gas pipelines are slowly placed on the base 13 on the bottom surface of the foundation pit, the two adjacent oil and gas pipelines are stably placed between the two adjacent oil and gas pipelines through the base 13, and the two adjacent pipelines are installed at two ends of each oil and gas pipeline through the pipeline supports 12 and are supported through the bottom pipeline supports 12 when the two adjacent pipelines are butted, so that the stress on the joint of the two butted pipelines is uniform.
The pipeline bracket 12 comprises a supporting base 1207, supporting ribs 1205 are symmetrically installed on two sides of the top of the supporting base 1207, a first bracket 1210 with an arc-shaped structure is installed at the top end of each supporting rib 1205, a first supporting leg 1201 is symmetrically hinged on two sides of the bottom end of the supporting base 1207, a bottom end of each first supporting leg 1201 is hinged with a bottom foot 1209, a top end of each first supporting leg 1201 is hinged with a second supporting leg 1214, a bottom end of each second supporting leg 1214 is hinged with a bottom foot 1209 with the same structure as the bottom end of the first supporting leg 1201, a plurality of second limiting holes 1219 are equidistantly distributed in the middle of the first supporting leg 1201, a plurality of first limiting holes 1215 are equidistantly distributed in the middle of the second supporting leg 1214, a first supporting rod 1202 is installed between the first supporting leg 1201 and the second supporting leg 1214, locking pins 1203 matched with the first limiting holes 1215 and the second limiting holes 1219 are arranged at two ends of the first supporting rod, one end of the first supporting rod 1201 is fixed in the first limiting hole 1215 through a locking pin 1203, and the other end of the first supporting rod 1201 is fixed in the second limiting hole 1219 through the locking pin 1203.
In the invention, the first supporting leg 1201 and the second supporting leg 1214 are symmetrically hinged to two sides of the bottom end of the supporting base 1207, so that an included angle between the first supporting leg 1201 and the second supporting leg 1214 can be adaptively adjusted according to unevenness of the bottom surface of a foundation pit, and a plurality of limiting holes are formed between the first supporting leg 1201 and the second supporting leg 1214 and fixed on the first supporting leg 1201 and the second supporting leg 1214 through two ends of the first supporting rod 1202, so that the included angle between the first supporting leg 1201 and the second supporting leg 1214 is locked and fixed, and the installation firmness of the supporting base 1207 is improved.
The top end of the first support 1210 is hinged with a second support 1213 with a circular arc structure, the top end close to the first support 1210 is provided with an adjusting plate 1211 with a sector structure, the middle part of the adjusting plate 1211 is provided with a plurality of locking holes 1212 distributed at equal intervals according to the circumference, the bottom end close to the second support 1213 is provided with a swing rod 1217, and the top end of the swing rod 1217 is provided with a locking pin 1218 which is mutually clamped with the locking holes 1212. The locking pin 1218 is inserted into the locking hole 1212 to fix the position of the second support 1213 at the top end of the first support 1210, and the locking pin 1218 can be pulled out from the top end of the locking hole 1212, so as to change the insertion of the top end of the swing link 1217 into another locking hole 1212.
The top end of the first support 1210 is hinged with the second support 1213 with a circular arc structure, so that the second support 1213 can swing to any angle at the top end of the first support 1210, and the adaptability adjustment can be performed according to the diameter of the pipeline, and the top end of the first support 1210 is provided with the adjusting plate 1211 with a fan-shaped structure, and the second support 1213 is clamped in different locking holes 1212 of the adjusting plate 1211 through the locking pin 1218, so that the adjusted angle of the second support 1213 is fixed, and the installation firmness of the first support 1210 is improved.
The top of support base 1207 is seted up the screw hole 1206 that a plurality of equidistance distributes, installs the bolt 1204 in the support floor 1205 bottom of support base 1207 both sides, and the bolt 1204 of support floor 1205 bottom locks in the screw hole 1206 of support base 1207 through screw-thread fit.
According to the oil-gas pipeline clamping device, the top end of the supporting base 1207 is provided with the plurality of threaded holes 1206 which are distributed at equal intervals, so that the distance between the supporting rib plates 1205 on the two sides of the top end of the supporting base 1207 can be adjusted, adaptability adjustment can be conveniently carried out according to different diameters of oil-gas pipelines, and the clamping firmness of the oil-gas pipelines is improved.
The inner wall of the second bracket 1213 is provided with a plurality of equidistantly distributed rubber teeth 1216, and each rubber tooth 1216 is provided with triangular teeth.
According to the invention, the rubber teeth 1216 are arranged on the inner wall of the second support 1213, the friction force of the inner wall of the second support 1213 is increased through the rubber teeth 1216, and the second support 1213 tightly holds and fixes the outer wall of the oil and gas pipeline through the rubber teeth 1216, so that the installation firmness of the oil and gas pipeline is improved.
The bottom of base 1209 is equipped with the pointed nail 1208 that a plurality of equidistance distributes, and each pointed nail 1208 all is the cylinder structure in the bottom of base 1209, and the bottom of each pointed nail 1208 is equipped with the circular conical surface.
In the invention, the bottom end of the base 1209 is provided with a plurality of equally-distributed pointed nails 1208, and the first supporting leg 1201 and the second supporting leg 1214 are firmly and reliably mounted on the foundation pit base through the pointed nails 1208, so that the mounting firmness of the first supporting leg 1201 and the second supporting leg 1214 is improved.
The working principle is as follows: when the long-distance oil and gas pipeline laying and installing construction device adopted by the invention is used, firstly, two butted oil and gas pipelines are rolled on the canvas 3, the roller 9 is driven to rotate by the servo motor 7, the oil and gas pipelines are supported by the canvas 3, the oil and gas pipelines are slowly placed on the base 13 on the bottom surface of the foundation pit, the two adjacent oil and gas pipelines are stably placed by the base 13, and then the oil and gas pipelines are installed at two ends of each oil and gas pipeline by the pipeline bracket 12, so that when the two adjacent pipelines are butted, the two pipelines are supported by the bottom pipeline bracket 12, and the stress at the joint of the two butted pipelines is uniform.
Wherein, the bottom bilateral symmetry that conduit bracket 12 passes through support base 1207 articulates there are first supporting leg 1201 and second supporting leg 1214, make the contained angle between first supporting leg 1201 and the second supporting leg 1214 can carry out adaptability according to the unevenness of foundation ditch bottom surface and adjust, and the locking pinch angle position through first bracing piece 1202, improve the installation fastness of support base 1207, then, the interval between the support floor 1205 through support base 1207 top both sides is adjustable, can be different according to the diameter of oil and gas pipeline, and carry out adaptability's regulation, improve the tight fastness of clamp to the oil and gas pipeline. And then the second support 1213 is hinged to the top end of the first support 1210, so that the second support 1213 can swing to any angle at the top end of the first support 1210 to adjust adaptively according to the diameter of the pipeline.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (4)

1. A construction method for laying, installing and constructing a long-distance oil and gas pipeline is characterized by comprising the following steps:
s1, excavating the foundation pit: excavating a foundation pit for laying an oil and gas pipeline on the ground, wherein the opening of the foundation pit is upward, and the wall of the foundation pit is vertical to the bottom surface of the foundation pit;
s2, mounting base (13): placing a plurality of bases (13) for supporting the oil and gas pipeline in the foundation pit excavated in the step S1, wherein every two adjacent bases (13) are fixed on the bottom surface of the foundation pit at equal intervals;
s3, placing the pipelines: placing a plurality of oil and gas pipelines near the foundation pit excavated in the step 1, and placing the oil and gas pipelines to be parallel to the foundation pit;
s4, pipeline delivery: installing the oil and gas pipelines placed near the foundation pit in the step S3, and enabling a plurality of oil and gas pipelines to fall onto a base (13) on the bottom surface of the foundation pit through rolling the oil and gas pipelines;
s5, mounting a pipeline: installing the pipelines thrown on the foundation pit bottom surface base (13) in the step S4, and fixedly connecting two adjacent pipelines to enable the two adjacent oil and gas pipelines to be communicated;
s6, filling the foundation pit, namely, throwing broken soil into the foundation pit with the oil and gas pipeline in the step S5, and filling the interior of the foundation pit with the broken soil to enable the top surface of the foundation pit to be level with the ground;
the step S1-S6 discloses a remote oil and gas pipeline laying and mounting construction method, which is specifically completed by matching a remote oil and gas pipeline laying and mounting construction device, the remote oil and gas pipeline laying and mounting construction device comprises a plurality of lock catches (1) fixed on one side of a foundation pit and a plurality of rollers (9) mounted on the other side of the foundation pit, shaft levers (4) are arranged at two ends of each roller (9), the shaft levers (4) at two ends of each roller (9) are mounted on a rack (8) through bearings, the rack (8) is fixed on the ground close to the foundation pit, two adjacent rollers (9) are fixedly connected through a coupler (10), a first chain wheel (5) is mounted at the top end of the shaft lever (4) of one roller (9), and a servo motor (7) is mounted on the ground close to the first chain wheel (5), a second chain wheel (11) is mounted at the top end of an output shaft of the servo motor (7), and the second chain wheel (11) is in transmission connection with the first chain wheel (5) through a chain (6);
the outer wall of each roller (9) is wrapped with canvas (3), the other end of the canvas (3) extends to the other side of the foundation pit from the upper part of the foundation pit, a plurality of connecting ropes (2) are arranged at the top ends of the canvas (3) extending to the other side of the foundation pit, and the top end of each connecting rope (2) is fixed on the corresponding lock catch (1);
the bottom of two adjacent oil and gas pipelines placed on the bottom surface of the foundation pit is provided with a pipeline support (12) for supporting, the pipeline supports (12) are provided with a plurality of supports, and the pipeline supports (12) are arranged at two ends of each oil and gas pipeline;
the pipeline support (12) comprises a support base (1207), support rib plates (1205) are symmetrically installed on two sides of the top of the support base (1207), a first support (1210) of an arc-shaped structure is installed at the top end of each support rib plate (1205), first support legs (1201) are symmetrically hinged to two sides of the bottom end of the support base (1207), bottom feet (1209) are hinged to the bottom ends of the first support legs (1201) on each side, second support legs (1214) are hinged to the top ends of the first support legs (1201) on each side, a plurality of second limiting holes (1219) distributed at equal intervals are arranged in the middle of each first support leg (1201), a plurality of first limiting holes (1215) distributed at equal intervals are arranged in the middle of each second support leg (1214), and first support rods (1202) are installed between each first support leg (1201) and each second support leg (1214), two ends of the first support rod (1202) are respectively provided with a lock pin (1203) matched with a first limit hole (1215) and a second limit hole (1219), one end of the first support rod (1202) is fixed in the first limit hole (1215) through the lock pin (1203), and the other end of the first support rod (1202) is fixed in the second limit hole (1219) through the lock pin (1203);
the top of first support (1210) articulates there is second support (1213) of circular arc structure, is close to in the top of first support (1210) is equipped with fan-shaped structure's regulating plate (1211), the middle part of regulating plate (1211) is equipped with a plurality of and presses locking hole (1212) that the circumference is equidistant to distribute, is close to in the bottom of second support (1213) is equipped with pendulum rod (1217), the top of pendulum rod (1217) is equipped with and locks the locking round pin (1218) of hole (1212) mutual joint.
2. The method for laying, installing and constructing the oil and gas pipeline in a long distance according to claim 1, wherein: screw holes (1206) distributed at a plurality of equal intervals are formed in the top of the supporting base (1207), bolts (1204) are installed at the bottoms of the supporting ribbed plates (1205) on two sides of the supporting base (1207), and the bolts (1204) at the bottom ends of the supporting ribbed plates (1205) are locked in the screw holes (1206) of the supporting base (1207) through screw thread matching.
3. The method for laying, installing and constructing the oil and gas pipeline in a long distance according to claim 1, wherein: the inner wall of the second bracket (1213) is provided with a plurality of equidistantly distributed rubber teeth (1216), and each rubber tooth (1216) is provided with a triangular tooth.
4. The method for laying, installing and constructing the oil and gas pipeline in a long distance according to claim 1, wherein: the bottom of base is equipped with a plurality of equidistance distribution's sharp nail (1208), each sharp nail (1208) all are the cylinder structure in the bottom of base, and each the bottom of sharp nail (1208) is equipped with the circular conical surface.
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CN112393019B (en) * 2020-09-27 2022-03-08 枣庄高新建设集团有限公司 Auxiliary positioning device for pipeline installation
CN112682572B (en) * 2020-12-21 2022-04-26 中交一航局第三工程有限公司 Method for stably fixing first-section pipe joint of super-large-diameter GRP pipeline underwater
CN112628464B (en) * 2020-12-22 2021-11-12 广州市机电安装有限公司 Installation and construction method for laying prefabricated air conditioner water pipe
CN113685613A (en) * 2021-09-02 2021-11-23 湖北飞友建设集团有限公司 Pipeline embedding method for fire engineering construction
CN114321493B (en) * 2021-11-30 2023-05-16 中国一冶集团有限公司 Pipeline installation fixing support and construction method thereof

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US20120222771A1 (en) * 2011-03-04 2012-09-06 Pipestream B.V. On-site manufacturing of composite pipeline
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CN204879040U (en) * 2015-07-12 2015-12-16 成都科盛石油科技有限公司 Petroleum pipeline supports base convenient to remove clamping structure
CN205529865U (en) * 2016-01-29 2016-08-31 赵艳 Bridge bracing seat
CN109027431A (en) * 2018-10-08 2018-12-18 禹超 A kind of oil and gas pipeline fixing device for installing
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