阅读说明：本技术 大直径长输保温组合管道结构及其施工方法 (Large-diameter long-distance heat-insulation combined pipeline structure and construction method thereof ) 是由 姜良芹 计静 梁媛 *** 滕振超 薛婷 于 2019-09-18 设计创作，主要内容包括：一种大直径长输保温组合管道结构及其施工方法,涉及管道技术领域,它包括管道单体和整体式节点,管道单体包括外层GFRP圆管、内层GFRP圆管、自密实细石混凝土层和保温板,所述的管道单体两端部分别设有螺栓孔；外层GFRP圆管外壁上设有外层GFRP圆管预留螺栓孔；两个管道单体之间通过整体式节点连接,整体式节点通过高强螺栓与两个管道单体端部的螺栓孔连接,整体式节点外壁上设有混凝土浇筑孔和排气孔,混凝土浇筑孔和排气孔间隔分布。本大直径长输保温组合管道结构及其施工方法解决了传统管道直径小、稳定性、抗渗性差和高严寒地区输送介质保温性能差的问题。(A major diameter long distance thermal insulation combined pipeline structure and its construction method relates to the pipeline technology field, it includes pipeline monomer and integral node, the pipeline monomer includes outer layer GFRP circular tube, inner layer GFRP circular tube, self-compaction fine stone concrete layer and heated board, said pipeline monomer both ends have bolt holes separately; the outer wall of the outer layer GFRP circular pipe is provided with an outer layer GFRP circular pipe reserved bolt hole; through integral nodal connection between two pipeline monomers, integral node is through the bolt hole connection of high strength bolt and two pipeline monomer tip, is equipped with concrete placement hole and exhaust hole on the integral node outer wall, concrete placement hole and exhaust hole interval distribution. The large-diameter long-distance heat-insulation combined pipeline structure and the construction method thereof solve the problems of small diameter, poor stability and impermeability and poor heat insulation performance of the traditional pipeline for conveying media in high and severe cold areas.)

1. The utility model provides a major diameter long distance heat preservation composite pipe structure which characterized in that: the self-compaction joint comprises a pipeline monomer (1) and an integral joint (4), wherein the pipeline monomer (1) comprises an outer GFRP circular pipe (12), an inner GFRP circular pipe (13), a self-compaction fine stone concrete layer (15) and a heat insulation board (14), a plurality of shear connection keys (5) are uniformly distributed on the inner wall of the outer GFRP circular pipe (12) in the circumferential direction, the outer GFRP circular pipe (12) surrounds the inner GFRP circular pipe (13), an interlayer is arranged between the outer GFRP circular pipe (12) and the inner GFRP circular pipe (13), the heat insulation board (14) is arranged in the interlayer, the self-compaction fine stone concrete layer (15) is filled between the heat insulation board (14) and the pipe wall, a plurality of GFRP high-strength bolts (7) are uniformly distributed on the outer wall of the inner GFRP circular pipe (13) in the circumferential direction, the heat insulation board (14) and the inner GFRP circular pipe (13) are fixed through double positioning nuts (9), bolt holes (6) are respectively arranged, the bolt holes (6) penetrate through the outer layer GFRP circular tube (12), the inner layer GFRP circular tube (13), the self-compacting fine stone concrete layer (15) and the heat insulation board (14); the outer wall of the outer layer GFRP circular pipe (12) is provided with an outer layer GFRP circular pipe reserved bolt hole (19); connect through integral node (4) between two pipeline monomer (1), integral node (4) are connected through bolt hole (6) of high strength bolt (8) and two pipeline monomer (1) tip, are equipped with concrete placement hole (10) and exhaust hole (11) on integral node (4) outer wall, and concrete placement hole (10) and exhaust hole (11) interval distribution.

2. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 1, characterized in that: integral node (4) including outer GFRP pipe (12), inlayer GFRP pipe (13), self-compaction pea gravel concrete layer (15) and heated board (14), outer GFRP pipe (12) inner wall circumference equipartition distributes has a plurality of shear connector (5), outer GFRP pipe (12) inner ring is around inlayer GFRP pipe (13), be equipped with the intermediate layer between outer GFRP pipe (12) and inlayer GFRP pipe (13), be equipped with heated board (14) in the intermediate layer, be full of self-compaction pea gravel concrete layer (15) between heated board (14) and the pipe wall, inlayer GFRP pipe (13) outer wall circumference equipartition distribute a plurality of GFRP high strength bolt (7), GFRP high strength bolt (7) are fixed heated board (14) and inlayer GFRP pipe (13) through two set nut (9).

3. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 2, characterized in that: the outer diameter of the inner GFRP circular tube (13) of the integral node (4) is equal to the inner diameter of the inner GFRP circular tube (13) of the pipeline single body (1); the inner diameter of the outer GFRP circular tube (12) of the integral node (4) is equal to the outer diameter of the outer GFRP circular tube (12) of the pipeline single body (1).

4. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 2, characterized in that: concrete pouring holes (10) and exhaust holes (11) are formed in the outer wall of an outer GFRP circular pipe (12) of the integral node (4), and the concrete pouring holes (10) and the exhaust holes (11) are distributed at intervals; concrete pouring holes (10) and exhaust holes (11) are also formed in the heat insulation plates (14) of the integral nodes (4), and the concrete pouring holes (10) and the exhaust holes (11) are in one-to-one correspondence in the upper and lower positions.

5. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 1, characterized in that: the single pipeline (1) is a single pipe with a circular section; the outer layer GFRP circular tube (12) and the inner layer GFRP circular tube (13) are seamless winding type GFRP circular tubes.

6. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 1, characterized in that: the pipeline monomer (1) is one of a linear pipeline monomer, a curved pipeline monomer (2) or a crossing pipeline monomer (3).

7. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 1, characterized in that: the lateral surface of the pipeline single body (1) is horizontally and symmetrically provided with GFRP anti-buckling energy dissipation dampers (17), one end of each GFRP anti-buckling energy dissipation damper (17) is connected with the outer wall of the pipeline single body (1) through a claw type connecting piece (16), and the other end of each GFRP anti-buckling energy dissipation damper (17) is hinged to a foundation (18).

8. The large-diameter long-distance heat-insulation combined pipeline structure according to claim 1 or 7, characterized in that: one end of the claw type connecting piece (16) is provided with a circular ring and is hinged with the GFRP buckling-restrained energy dissipation damper (17), the other end of the claw type connecting piece (16) is provided with a reserved bolt hole, and the reserved bolt hole is connected with an outer layer GFRP circular tube reserved bolt hole (19) through a high-strength bolt (8).

9. The construction method of the large-diameter long-distance heat-insulation combined pipeline structure according to claim 1, characterized by comprising the following steps of: the method comprises the following steps:

firstly, prefabricating a pipeline monomer (1) in a factory, manufacturing an inner layer GFRP circular pipe (13), an outer layer GFRP circular pipe (12) and a heat-insulating plate (14) according to size requirements, arranging shear connection keys (5) on the inner side of the outer layer GFRP circular pipe (12) according to a certain rule, arranging GFRP high-strength bolts (7) on the outer side of the inner layer GFRP circular pipe (13) according to a certain rule, arranging heat-insulating plate bolt holes in advance on the heat-insulating plate (14) to enable the positions of the heat-insulating plate bolt holes and the positions of the GFRP high-strength bolts (7) to correspond, fixing the heat-insulating plate (14) and the inner layer GFRP circular pipe (13) through double positioning nuts (9), reserving bolt holes (6) at two ends of the inner layer GFRP circular pipe, the outer layer GFRP circular pipe and the heat-insulating plate (14), reserving bolt holes (19) on the outer layer GFRP circular pipe (12), and connecting a claw type connecting piece (16) with the, the inner layer GFRP circular tube (13) and the insulation board (14) are concentrically and vertically placed in the outer layer GFRP circular tube (12), the high-strength bolts (8) at two ends are screwed, a self-compaction fine stone concrete layer (15) is filled among the insulation board (14), the inner layer GFRP circular tube (13) and the outer layer GFRP circular tube (12) from top to bottom, after the concrete is initially set, the high-strength bolts (8) are loosened and repeatedly twisted to form bolt holes (6), and a pipeline single body (1) is formed after maintenance;

an inner layer GFRP circular tube (13), an outer layer GFRP circular tube (12) and a heat insulation plate (14) for forming the integral node (4) are prefabricated in a factory, a GFRP high-strength bolt (7) is arranged on the inner layer GFRP circular tube (13), the heat insulation plate bolt holes are reserved on the heat insulation plate (14) to enable the positions of the heat insulation plate bolt holes to correspond to the positions of the GFRP high-strength bolts (7), the insulation board (14) is fixed with the inner layer GFRP circular tube (13) through the double positioning nuts (9), the inner side of the outer layer GFRP circular tube (12) is provided with the shear connection keys (5) according to a certain rule, bolt holes (6) are reserved at two ends of the inner and outer GFRP circular tubes, a concrete pouring hole (10) and an exhaust hole (11) are reserved at the top of the outer GFRP circular tube (12) of the integral node (4), reserving concrete pouring holes (10) and exhaust holes (11) at corresponding positions on the heat insulation board (14) at the integral node (4);

transporting the prefabricated pipeline monomer (1), the inner GFRP circular pipe (13) forming the integral node (4), the outer GFRP circular pipe (13) and the heat insulation board (14) at the integral node (4) to the site, arranging the pipeline monomer (1) on site soil, then placing the inner GFRP circular pipe (13) and the heat insulation board (14) which are connected and fixed into the outer GFRP circular pipe (12), concentrically inserting the three into the pipeline monomer (1), and fixedly connecting the pipeline monomer (1) and the integral node (4) by using a high-strength bolt (8); then, a concrete pump is utilized, stirred self-compacting fine stone concrete is firstly poured between the heat insulation plate (14) of the integral node (4) and the inner GFRP circular tube (13) through the concrete pouring hole (10), pouring is stopped when concrete at the exhaust hole (11) on the heat insulation plate (14) overflows, then the self-compacting fine stone concrete is poured between the heat insulation plate (14) and the outer GFRP circular tube (12) through the concrete pouring hole (10) on the outer GFRP circular tube (12), pouring is stopped when concrete at the exhaust hole (11) on the outer GFRP circular tube (12) overflows, and the pipeline monomers (1) are sequentially connected through the integral node (4);

a GFRP buckling restrained energy dissipation damper (17) is prefabricated in a factory, one end of the GFRP buckling restrained energy dissipation damper is connected with a circular ring of a claw type connecting piece (16) on the spot through a high-strength bolt (8), the other end of the GFRP buckling restrained energy dissipation damper is connected with a foundation (18), and the two ends of the GFRP buckling restrained energy dissipation damper are hinged; GFRP buckling restrained energy dissipation dampers (17) are symmetrically arranged at intervals along the direction of the pipeline, and the construction of the large-diameter long-distance heat preservation combined pipeline is completed.

The technical field is as follows:

the invention relates to the technical field of pipelines, in particular to a large-diameter long-distance heat-insulation combined pipeline structure and a construction method thereof.

Background art:

the conventional long-distance pipeline is mostly a round steel pipe pipeline and a reinforced concrete circular pipeline, the diameter is mostly within the range of 0.5-1.5 m, one end of the pipeline adopts the form of an enlarged head, and the pipelines are connected through end sockets. Liquid is conveyed in the steel pipe all the year round, the steel pipe is easy to rust, the effective thickness of the pipe wall can be reduced due to long-term erosion, the rigidity of the pipe wall is reduced, and local buckling is easy to occur under the action of soil and external pressure. Meanwhile, as the inner wall of the pipeline is corroded by liquid, more and more impurities are generated, the quality inspection is difficult to reach the standard, and the pipeline cannot be replaced when the designed service life is reached. The reinforced concrete pipeline is easy to rust under the liquid erosion for a long time, the impermeability of the pipe wall is difficult to ensure, and the leakage phenomenon can be formed for a long time. After the pipeline area experiences slight vibration, the conventional connection of the reinforced concrete pipeline port is easy to loosen, and the tightness of the pipeline is difficult to ensure. Later to avoid pipe leakage, steel pipes were placed in the middle of concrete pipes to form built-in steel pipe concrete composite pipes, which, while increasing the rigidity and strength of the pipes, presented a greater challenge to reliable connections between the pipes. In addition, the heat insulation performance of the steel pipelines is poor, and the steel pipelines cannot play a heat insulation effect on transported gas or liquid in cold regions. Later, people began to wrap one deck heated board outside the pipeline, but along with the time, outer heated board suffered destruction gradually to it is more difficult to maintain.

The invention content is as follows:

the invention aims to overcome the defects of the prior art, provides a large-diameter long-distance heat-insulation combined pipeline structure and a construction method thereof, is used for solving the problems of small diameter, poor stability and impermeability and poor heat insulation performance of a conveying medium in a severe cold area of the traditional pipeline, and also provides a construction method of the large-diameter long-distance heat-insulation combined pipeline structure system.

The technical scheme adopted by the invention is as follows: the large-diameter long-distance heat preservation combined pipeline structure comprises a pipeline monomer and an integral node, wherein the pipeline monomer comprises an outer GFRP circular pipe, an inner GFRP circular pipe, a self-compaction fine stone concrete layer and a heat preservation plate, a plurality of shear connection keys are uniformly distributed on the inner wall of the outer GFRP circular pipe in the circumferential direction, the inner GFRP circular pipe surrounds the outer GFRP circular pipe, an interlayer is arranged between the outer GFRP circular pipe and the inner GFRP circular pipe, the heat preservation plate is arranged in the interlayer, the self-compaction fine stone concrete layer is filled between the heat preservation plate and the pipe wall, a plurality of GFRP high-strength bolts are uniformly distributed on the outer wall of the inner GFRP circular pipe in the circumferential direction, the heat preservation plate and the inner GFRP circular pipe are fixed through double positioning nuts, bolt holes are respectively formed in two end portions of the pipeline monomer, and penetrate through the outer GFRP circular pipe, the inner GFRP; the outer wall of the outer layer GFRP circular pipe is provided with an outer layer GFRP circular pipe reserved bolt hole; through integral nodal connection between two pipeline monomers, integral node is through the bolt hole connection of high strength bolt and two pipeline monomer tip, is equipped with concrete placement hole and exhaust hole on the integral node outer wall, concrete placement hole and exhaust hole interval distribution.

Integral node include outer GFRP pipe, inlayer GFRP pipe, self-compaction pea gravel concrete layer and heated board, outer GFRP pipe inner wall circumference equipartition distributes has a plurality of shear connector, encircles inlayer GFRP pipe in the outer GFRP pipe, is equipped with the intermediate layer between outer GFRP pipe and the inlayer GFRP pipe, is equipped with the heated board in the intermediate layer, is full of self-compaction pea concrete layer between heated board and the pipe wall, the impartial a plurality of GFRP high-strength bolt that distributes of inlayer GFRP pipe outer wall circumference, GFRP high-strength bolt is fixed heated board and inlayer GFRP pipe through two set nut.

The outer diameter of the inner GFRP circular pipe of the integral node is equal to the inner diameter of the inner GFRP circular pipe of the pipeline monomer; the inner diameter of the outer layer GFRP circular pipe of the integral node is equal to the outer diameter of the outer layer GFRP circular pipe of the single pipeline.

Concrete pouring holes and exhaust holes are formed in the outer wall of the outer layer GFRP circular tube of the integral node and are distributed at intervals; concrete pouring holes and exhaust holes are also formed in the heat insulation plates of the integral nodes, and the concrete pouring holes and the exhaust holes are in one-to-one correspondence in the up-down positions.

The single pipeline is a single pipe, and the section of the single pipeline is circular; the outer layer GFRP circular tube and the inner layer GFRP circular tube are seamless winding type GFRP circular tubes.

The pipeline monomer is one of a linear pipeline monomer, a curved pipeline monomer or a crossing pipeline monomer.

The lateral surface of the pipeline monomer is horizontally and symmetrically provided with the GFRP anti-buckling energy dissipation dampers, one end of each GFRP anti-buckling energy dissipation damper is connected with the outer wall of the pipeline monomer through a claw type connecting piece, and the other end of each GFRP anti-buckling energy dissipation damper is hinged with the foundation.

One end of the claw type connecting piece is provided with a circular ring and is hinged with the GFRP buckling-restrained energy dissipation damper, the other end of the claw type connecting piece is provided with a reserved bolt hole, and the reserved bolt hole is connected with a reserved bolt hole of an outer-layer GFRP circular tube through a high-strength bolt.

The method comprises the following steps:

1) prefabricating a pipeline monomer in a factory, manufacturing an inner layer GFRP circular pipe, an outer layer GFRP circular pipe and a heat-insulating plate according to size requirements, arranging shear-resistant connecting keys on the inner side of the outer layer GFRP circular pipe according to a certain rule, arranging GFRP high-strength bolts on the outer side of the inner layer GFRP circular pipe according to a certain rule, arranging heat-insulating plate bolt holes in advance on the heat-insulating plate to enable the positions of the heat-insulating plate bolt holes to correspond to the positions of the GFRP high-strength bolts, fixing the heat-insulating plate and the inner layer GFRP circular pipe through double positioning nuts, reserving bolt holes at two ends of the inner layer GFRP circular pipe and the heat-insulating plate, reserving bolt holes on the outer layer GFRP circular pipe on the outer wall of the outer layer GFRP circular pipe, connecting a claw-type connecting piece with the outer layer GFRP circular pipe through the reserved bolt holes on the outer layer GFRP circular pipe and the high-strength, A self-compacting fine stone concrete layer is filled between the inner layer GFRP circular tube and the outer layer GFRP circular tube, after the concrete is initially set, the high-strength bolt is loosened and repeatedly twisted to form a bolt hole, and a pipeline single body is formed after maintenance;

2) the method comprises the steps that an inner layer GFRP circular pipe, an outer layer GFRP circular pipe and a heat insulation board for forming an integral node are prefabricated in a factory, GFRP high-strength bolts are arranged on the inner layer GFRP circular pipe, heat insulation board bolt holes are reserved in the heat insulation board, the positions of the heat insulation board bolt holes correspond to the positions of the GFRP high-strength bolts, the heat insulation board and the inner layer GFRP circular pipe are fixed through double positioning nuts, shear-resistant connecting keys are arranged on the inner side of the outer layer GFRP circular pipe according to a certain rule, bolt holes are reserved in two end portions of the inner layer GFRP circular pipe and the outer layer GFRP circular pipe, concrete pouring holes and exhaust holes are reserved in the top of the outer layer GFRP;

3) transporting the prefabricated pipeline monomer, the inner GFRP circular pipe and the outer GFRP circular pipe which form the integral node and the heat insulation board at the integral node to the site, arranging the pipeline monomer on the site soil, then placing the connected and fixed inner GFRP circular pipe and the heat insulation board into the outer GFRP circular pipe, concentrically inserting the three into the pipeline monomer, and fixedly connecting the pipeline monomer and the integral node by using a high-strength bolt; then, a concrete pump is used for pouring the stirred self-compacting fine stone concrete between the heat insulation plate and the inner GFRP circular tube of the integral node through the concrete pouring hole, the pouring is stopped when the concrete at the exhaust hole on the heat insulation plate overflows, then the self-compacting fine stone concrete is poured between the heat insulation plate and the outer GFRP circular tube through the concrete pouring hole on the outer GFRP circular tube, the pouring is stopped when the concrete at the exhaust hole on the outer GFRP circular tube overflows, and the pipeline monomers are sequentially connected through the integral node;

4) the GFRP buckling restrained energy dissipation damper is prefabricated in a factory, one end of the GFRP buckling restrained energy dissipation damper is connected with a circular ring of a claw type connecting piece on site through a high-strength bolt, the other end of the GFRP buckling restrained energy dissipation damper is connected with a foundation, and the two ends of the GFRP buckling restrained energy dissipation damper are hinged; and (3) symmetrically arranging GFRP anti-buckling energy dissipation dampers at intervals along the direction of the pipeline, and finishing the construction of the large-diameter long-distance heat-insulation combined pipeline.

The invention has the beneficial effects that:

1) the assembly type connection of the pipelines is realized by using local cast-in-place self-compacting concrete, the connection mode of the traditional pipeline is changed, the pipeline can have good long-term tightness and is durable, and the requirement of the design service life is met;

2) the combined section form of GFRP and self-compacting concrete is adopted, the mechanical properties of two materials are fully utilized, the bearing capacity and the stability of the pipeline are greatly improved, and the self-compacting concrete is suitable for a conveying pipeline with a large pipe diameter;

3) the GFRP buckling-restrained energy-dissipation damper is adopted, so that the fixing connection effect can be achieved, the energy-dissipation and shock-absorption effects can be achieved during an earthquake, and the anti-seismic performance of the pipeline is improved;

4) the adopted GFRP circular tube non-metal material has high tensile strength, light weight, good construction manufacturability, good corrosion resistance, insensitivity to temperature change and good heat insulation, is convenient to be applied in high-stringency cold regions and saline-alkali regions, can convey liquid and gas which cannot be conveyed by steel pipelines, and simultaneously ensures the stability of conveyed media;

5) the heat preservation plate is arranged between the inner GFRP circular tube and the outer GFRP circular tube, so that the heat preservation effect on gas or liquid transported in a severe cold area can be achieved, and the mobility of a transport medium is kept;

6) the pipeline has strong applicability, can be arranged in a straight line, a curve and a crossing way, solves the problem of limitation of the traditional pipeline, can be buried underground or arranged on the ground, can be flexibly arranged aiming at complex terrains, and can avoid mountains, rivers and the like;

7) the inner surface of the pipeline is smooth, the resistance to the conveying medium is small, the deposited medium is relatively less, and the conveying efficiency of the pipeline can be greatly improved;

8) the single pipeline and the integral node can be prefabricated in a factory and installed on site, so that the construction period is greatly shortened;

9) the pipeline has good waterproof performance and strong freeze-thaw resistance in the underground complex environment, and can obviously improve the fatigue resistance of the pipeline.

Description of the drawings:

FIG. 1 is a schematic view of a linear duct unit according to the present invention;

FIG. 2 is a schematic view of a single structure of the curved pipeline of the present invention;

FIG. 3 is a schematic structural diagram of a cross-over type pipeline monomer of the present invention;

FIG. 4 is a schematic cross-sectional view of a single pipe of the present invention

FIG. 5 is a schematic cross-sectional view of a single tube of the present invention;

FIG. 6 is a schematic cross-sectional view of an integral joint connection of the single pipe body of the present invention with no concrete poured;

FIG. 7 is a schematic cross-sectional view of the connection of the pipe elements of the present invention to the cast concrete integral joint;

FIG. 8 is a schematic cross-sectional view of an outer GFRP tube of the integral node of the invention;

FIG. 9 is a schematic cross-sectional view of an outer GFRP tube of the integral node of the invention;

FIG. 10 is a schematic cross-sectional view of an inner GFRP tubular of the integral node of the invention;

FIG. 11 is a schematic cross-sectional view of an inner GFRP tubular of the integral node of the invention;

FIG. 12 is a schematic cross-sectional view of the connection of a single curved pipe and an integral joint according to the present invention;

FIG. 13 is a cross-sectional view of the cross-over type pipe monolith and integral node connection of the present invention;

FIG. 14 is a schematic view of the outer layer GFRP circular tube preformed bolt hole structure of the single pipe body of the invention;

FIG. 15 is a schematic view of the claw coupling of the present invention;

FIG. 16 is a cross-sectional schematic view of the jaw connection of the present invention;

fig. 17 is a schematic view of the GFRP energy-dissipating buckling restraint of the present invention.

The specific implementation mode is as follows:

referring to the figures, the large-diameter long-distance heat preservation combined pipeline structure comprises a pipeline single body 1 and an integral node 4, wherein the pipeline single body 1 comprises an outer layer GFRP circular pipe 12, an inner layer GFRP circular pipe 13, a self-compaction fine stone concrete layer 15 and a heat preservation plate 14, a plurality of shear connection keys 5 are evenly distributed on the inner wall of the outer layer GFRP circular pipe 12 in the circumferential direction, the inner layer GFRP circular pipe 13 is surrounded by the outer layer GFRP circular pipe 12, an interlayer is arranged between the outer layer GFRP circular pipe 12 and the inner layer GFRP circular pipe 13, the heat preservation plate 14 is arranged in the interlayer, the self-compaction fine stone concrete layer 15 is filled between the heat preservation plate 14 and the pipe wall, a plurality of GFRP high-strength bolts 7 are evenly distributed on the outer wall of the inner layer GFRP circular pipe 13 in the circumferential direction, the heat preservation plate 14 and the inner layer GFRP circular pipe 13 are fixed through double positioning nuts 9 by the GFRP, An inner layer GFRP circular pipe 13, a self-compacting fine stone concrete layer 15 and an insulation board 14; the outer wall of the outer layer GFRP circular pipe 12 is provided with an outer layer GFRP circular pipe reserved bolt hole 19; connect through integral node 4 between two pipeline monomers 1, integral node 4 is connected through the bolt hole 6 of high strength bolt 8 with two pipeline monomer 1 tip, is equipped with concrete placement hole 10 and exhaust hole 11 on the 4 outer walls of integral node, and concrete placement hole 10 and exhaust hole 11 interval distribution. The integral type node 4 comprises an outer layer GFRP circular pipe 12, an inner layer GFRP circular pipe 13, a self-compaction fine stone concrete layer 15 and a heat insulation board 14, a plurality of shear connection keys 5 are evenly distributed on the inner wall of the outer layer GFRP circular pipe 12 in the circumferential direction, the inner layer GFRP circular pipe 13 surrounds the outer layer GFRP circular pipe 12 in the circumferential direction, an interlayer is arranged between the outer layer GFRP circular pipe 12 and the inner layer GFRP circular pipe 13, the heat insulation board 14 is arranged in the interlayer, the self-compaction fine stone concrete layer 15 is filled between the heat insulation board 14 and the pipe wall, a plurality of GFRP high-strength bolts 7 are evenly distributed on the outer wall of the inner layer GFRP circular pipe 13 in the circumferential direction, and the GFRP high-strength bolts 7 fix. The outer diameter of the inner GFRP circular tube 13 of the integral node 4 is equal to the inner diameter of the inner GFRP circular tube 13 of the pipeline monomer 1; the inner diameter of the outer GFRP circular tube 12 of the integral node 4 is equal to the outer diameter of the outer GFRP circular tube 12 of the single pipeline 1. Concrete pouring holes 10 and exhaust holes 11 are formed in the outer wall of an outer GFRP circular tube 12 of the integral node 4, and the concrete pouring holes 10 and the exhaust holes 11 are distributed at intervals; the heat insulation plate 14 of the integral node 4 is also provided with concrete pouring holes 10 and exhaust holes 11, and the concrete pouring holes 10 correspond to the exhaust holes 11 in the vertical position one by one. The single pipeline 1 is a single pipe with a circular section; the outer layer GFRP circular tube 12 and the inner layer GFRP circular tube 13 are seamless winding type GFRP circular tubes. The pipeline monomer 1 is one of a linear pipeline monomer, a curved pipeline monomer 2 or a crossing pipeline monomer 3. The lateral surface of the pipeline single body 1 is horizontally and symmetrically provided with GFRP anti-buckling energy dissipation dampers 17, one end of each GFRP anti-buckling energy dissipation damper 17 is connected with the outer wall of the pipeline single body 1 through a claw type connecting piece 16, and the other end of each GFRP anti-buckling energy dissipation damper 17 is hinged with a foundation 18. One end of the claw type connecting piece 16 is provided with a circular ring and is hinged with the GFRP anti-buckling energy dissipation damper 17, the other end of the claw type connecting piece 16 is provided with a reserved bolt hole, and the reserved bolt hole is connected with an outer layer GFRP circular pipe reserved bolt hole 19 through a high-strength bolt 8.

The method comprises the following steps:

1) firstly prefabricating a pipeline monomer 1 in a factory, manufacturing an inner layer GFRP circular pipe 13, an outer layer GFRP circular pipe 12 and a heat insulation plate 14 according to the size requirement, arranging a shear connection key 5 on the inner side of the outer layer GFRP circular pipe 12 according to a certain rule, arranging a GFRP high-strength bolt 7 on the outer side of the inner layer GFRP circular pipe 13 according to a certain rule, arranging a heat insulation plate bolt hole on the heat insulation plate 14 in advance to enable the position of the heat insulation plate bolt hole to correspond to the position of the GFRP high-strength bolt 7, fixing the heat insulation plate 14 and the inner layer GFRP circular pipe 13 through a double positioning nut 9, reserving bolt holes 6 at two ends of the inner layer GFRP circular pipe, the outer layer GFRP circular pipe 12, reserving an outer layer GFRP circular pipe reserved bolt hole 19 on the outer layer GFRP circular pipe 12, connecting a claw type connecting piece 16 with the outer layer GFRP circular pipe reserved bolt hole 19 and the high-strength bolt 8, vertically, screwing the high-strength bolts 8 at two ends, pouring a self-compacting fine stone concrete layer 15 among the heat preservation plate 14, the inner layer GFRP circular tube 13 and the outer layer GFRP circular tube 12 from top to bottom, loosening and repeatedly twisting the high-strength bolts 8 after the concrete is initially set to form bolt holes 6, and forming the pipeline single body 1 after maintenance;

2) an inner layer GFRP circular pipe 13, an outer layer GFRP circular pipe 12 and a heat insulation board 14 for the integral node 4 are prefabricated in a factory, GFRP high-strength bolts 7 are arranged on the inner layer GFRP circular pipe 13, heat insulation board bolt holes are reserved in the heat insulation board 14, the positions of the heat insulation board bolt holes and the positions of the GFRP high-strength bolts 7 correspond to each other, the heat insulation board 14 and the inner layer GFRP circular pipe 13 are fixed through double positioning nuts 9, shear-resistant connecting keys 5 are arranged on the inner side of the outer layer GFRP circular pipe 12 according to a certain rule, bolt holes 6 are reserved at two end portions of the inner layer GFRP circular pipe and the outer layer GFRP circular pipe, concrete pouring holes 10 and exhaust holes 11 are reserved at the top of the outer layer GFRP circular pipe 12 of the integral node 4, and concrete;

3) transporting the prefabricated pipeline monomer 1, the inner GFRP circular pipe 13 and the outer GFRP circular pipe 13 which form the integral node 4 and the heat insulation board 14 at the integral node 4 to the site, arranging the pipeline monomer 1 on site soil, then placing the inner GFRP circular pipe 13 and the heat insulation board 14 which are connected and fixed into the outer GFRP circular pipe 12, concentrically inserting the three into the pipeline monomer 1, and fixedly connecting the pipeline monomer 1 and the integral node 4 by using a high-strength bolt 8; then, a concrete pump is used, stirred self-compacting fine stone concrete is firstly poured between the insulation board 14 and the inner layer GFRP circular pipe 13 of the integral node 4 through the concrete pouring hole 10, the pouring is stopped when the concrete at the exhaust hole 11 on the insulation board 14 overflows, then the self-compacting fine stone concrete is poured between the insulation board 14 and the outer layer GFRP circular pipe 12 through the concrete pouring hole 10 on the outer layer GFRP circular pipe 12, the pouring is stopped when the concrete at the exhaust hole 11 on the outer layer GFRP circular pipe 12 overflows, and the pipeline single bodies 1 are sequentially connected through the integral node 4;

4) a GFRP buckling restrained energy dissipation damper 17 is prefabricated in a factory, one end of the GFRP buckling restrained energy dissipation damper is connected with a circular ring of a claw type connecting piece 16 on the spot through a high-strength bolt 8, the other end of the GFRP buckling restrained energy dissipation damper is connected with a foundation 18, and the two ends of the GFRP buckling restrained energy dissipation damper are hinged; and (3) symmetrically arranging GFRP anti-buckling energy-consumption dampers 17 at intervals along the direction of the pipeline, and finishing the construction of the large-diameter long-distance heat-insulation combined pipeline.

The pipe monomers are organically combined together through the formed integral node. The GFRP anti-buckling energy dissipation damper is symmetrically arranged on the side face of the pipeline monomer at a certain distance, when the pipeline is disturbed by the outside to move, the GFRP anti-buckling energy dissipation damper can stop the movement of the pipeline monomer in real time, the energy of the pipeline monomer is consumed, the pipeline monomer is guaranteed not to be damaged, and when the pipeline vibrates, the damper can play a role in controlling the whole pipeline in real time.

The inner layer GFRP circular pipe and the heat insulation board are concentrically and vertically placed in the outer layer GFRP circular pipe, self-compacting fine stone concrete is poured from top to bottom, a pipeline single body is formed, and connection with an integral node is facilitated.

The pipeline monomer adopts integral nodal connection, fine assurance whole pipeline structure's leakproofness.

The heat preservation plate is arranged to play a heat preservation role in media conveyed in the pipeline, and meanwhile, the heat preservation plate is arranged between the inner layer of GFRP circular pipe and the outer layer of GFRP circular pipe, so that damage cannot occur easily.

The GFRP anti-buckling energy dissipation dampers are horizontally and symmetrically arranged on the side faces of the pipeline monomers, one ends of the GFRP anti-buckling energy dissipation dampers are connected with the pipeline monomers through claw type connecting pieces, the other ends of the GFRP anti-buckling energy dissipation dampers are connected with the foundation in a hinged mode, and therefore the GFRP anti-buckling energy dissipation dampers can only provide damping force and do not provide redundant restraint. The GFRP anti-buckling energy dissipation damper can play a role in connection and fixation and can play an energy dissipation and shock absorption role in the coming earthquake, and the anti-seismic performance of the single pipeline is greatly improved.

The single pipe body can be one of a straight pipe body, a curved pipe body or a crossing pipe body. The pipeline monomer can arrange in multiple forms, changes the direction of pipeline as required, can avoid complex topography such as mountain range and river, shortens construction cycle greatly.