CN117006351A - Topology self-locking sandwich structure, pipeline single ring and seabed explosion-proof pipeline - Google Patents
Topology self-locking sandwich structure, pipeline single ring and seabed explosion-proof pipeline Download PDFInfo
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Abstract
Description
技术领域Technical field
本发明涉及海洋管道工程技术领域,特别涉及一种拓扑自锁式夹层结构、管道单环和海底防爆管道。The invention relates to the technical field of marine pipeline engineering, and in particular to a topological self-locking sandwich structure, a pipeline single ring and a submarine explosion-proof pipeline.
背景技术Background technique
海底管道可将油气、水、电信等需要长距离传输的物质和信息从海底输送到陆地或者其他地方,具有输送量大、稳定可靠等优点。随着海洋油气资源的开发利用、海洋通信工程的发展,海底管道工程逐渐显现出重大的意义。Submarine pipelines can transport oil, gas, water, telecommunications and other materials and information that require long-distance transmission from the seabed to land or other places. They have the advantages of large transport capacity, stability and reliability. With the development and utilization of marine oil and gas resources and the development of marine communication projects, submarine pipeline projects have gradually become of great significance.
在相关技术中,目前常用的海底管道大多为大长度(标准长度为12.192米)的金属或者软质材料在陆地进行预制,并下入到海底拼装而成。In related technologies, currently commonly used submarine pipelines are mostly made of long-length (standard length is 12.192 meters) metal or soft materials that are prefabricated on land and lowered to the seabed for assembly.
海底管道工程易受到船锚、生物等的撞击,相关技术中的拼接管状结构,由于其管道均为预制的一体式结构,在遭受到外部的冲击载荷时,整体结构的管道部分段落所产生的管道裂纹会快速向周围蔓延发展,导致结构的整体失稳破坏。同时,整体结构的海底管道在波浪荷载或地层不均匀沉降时由于灵活性较差导致会承受较大的剪力,且在海底安装施工环境复杂,一旦发生事故时,管道的维修比在陆地上更加困难,因而急需一种新型的管道结构从而改善管道在海底的受荷能力。Submarine pipeline projects are susceptible to impact from anchors, organisms, etc. The spliced tubular structures in related technologies are all prefabricated integrated structures. When subjected to external impact loads, some sections of the pipelines in the overall structure will produce vibrations. Pipe cracks will quickly spread to the surrounding areas, causing overall structural instability and damage. At the same time, the overall structure of the submarine pipeline will bear greater shear force due to poor flexibility due to wave load or uneven settlement of the stratum. Moreover, the installation and construction environment on the seabed is complex. Once an accident occurs, the maintenance of the pipeline is more difficult than on land. It is even more difficult, so a new type of pipeline structure is urgently needed to improve the load-bearing capacity of the pipeline on the seabed.
发明内容Contents of the invention
本发明实施例提供了一种拓扑自锁式夹层结构、管道单环和海底防爆管道,能够有效提高海底管道的局部损伤容忍能力和整体受荷能力。技术方案如下:Embodiments of the present invention provide a topological self-locking sandwich structure, a pipeline single ring and a submarine explosion-proof pipeline, which can effectively improve the local damage tolerance and overall load-bearing capacity of the submarine pipeline. The technical solution is as follows:
第一方面,本发明实施例提供了一种拓扑自锁式夹层结构,该拓扑自锁式夹层结构包括:In a first aspect, embodiments of the present invention provide a topological self-locking sandwich structure. The topological self-locking sandwich structure includes:
第一砌块和第二砌块,所述第一砌块和所述第二砌块体均为呈劣弧状的圆弧形块体,The first building block and the second building block, the first building block and the second building block are arc-shaped blocks with a minor arc shape,
所述第一砌块在圆弧周向上的相对两侧对称设置有第一拼合面,所述第一砌块在圆弧周向上的两端对称设置有第二拼合面;The first building block is symmetrically provided with first joining surfaces on opposite sides in the arc circumferential direction, and the first building block is symmetrically provided with second joining surfaces at both ends in the arc circumferential direction;
所述第二砌块在圆弧周向上的相对两侧对称设置有第三拼合面,所述第三拼合面与所述第一拼合面相匹配,所述第二砌块在圆弧周向上的两端对称设置有第四拼合面,所述第四拼合面与所述第二拼合面相匹配;The second building blocks are symmetrically provided with third joining surfaces on opposite sides in the arc circumferential direction. The third joining surfaces match the first joining surfaces. The second building blocks are arranged on opposite sides in the arc circumferential direction. A fourth split surface is symmetrically provided at both ends, and the fourth split surface matches the second split surface;
所述拓扑自锁式夹层结构被配置为所述第一砌块和所述第二砌块能够通过所述第一拼合面和所述第三拼合面对合拼接,或者能够通过所述第二拼合面和所述第四拼合面对合拼接,以在所述第一砌块和所述第二砌块体的径向上实现咬合固定。The topological self-locking sandwich structure is configured such that the first building block and the second building block can be joined and spliced by the first joining surface and the third joining surface, or can be joined by the second joining surface. The split surface and the fourth split surface are joined together to achieve bite fixation in the radial direction of the first block and the second block body.
可选地,所述第一拼合面为弧形凸面,所述第三拼合面为与所述第一拼合面相匹配的弧形凹面;所述第二拼合面为弧形凹面,所述第四拼合面为与所述第二拼合面相匹配的弧形凸面。Optionally, the first joining surface is an arc-shaped convex surface, the third joining surface is an arc-shaped concave surface matching the first joining surface; the second joining surface is an arc-shaped concave surface, and the fourth joining surface is an arc-shaped concave surface. The split surface is an arc-shaped convex surface matching the second split surface.
可选地,所述第一砌块包括相对的第一外弧面和第一内弧面,所述第一拼合面和所述第二拼合面均位于所述第一外弧面和所述第一内弧面之间,所述第二砌块包括相对的第二外弧面和第二内弧面,所述第三拼合面和所述第四拼合面均位于所述第二外弧面和所述第二内弧面之间,所述第一外弧面和所述第二外弧面的弧半径相同,所述第一内弧面和所述第二内弧面的弧半径相同。Optionally, the first building block includes an opposite first outer cambered surface and a first inner cambered surface, and the first split surface and the second split surface are located between the first outer cambered surface and the first split surface. Between the first inner arc surfaces, the second building block includes an opposite second outer arc surface and a second inner arc surface, and the third joining surface and the fourth joining surface are located on the second outer arc surface. Between the surface and the second inner arc surface, the arc radii of the first outer arc surface and the second outer arc surface are the same, and the arc radii of the first inner arc surface and the second inner arc surface are same.
可选地,所述第一砌块和第二砌块和高强混凝土砌块。Optionally, the first block and the second block are high-strength concrete blocks.
第二方面,本发明实施例提供了一种管道单环,包括多个前述第一方面所述的拓扑自锁式夹层结构,多个所述拓扑自锁式夹层结构中的所述第一砌块和所述第二砌块通过所述第二拼合面和所述第四拼合面对合拼接,以实现在圆弧周向上相互咬合固定以形成环体结构。In a second aspect, embodiments of the present invention provide a pipeline single ring, including a plurality of the topological self-locking sandwich structures described in the first aspect, and the first building block in the plurality of topological self-locking sandwich structures. The block and the second building block are joined and spliced through the second splitting surface and the fourth splitting surface to achieve mutual engagement and fixation in the arc circumferential direction to form a ring structure.
第三方面,本发明实施例还提供了一种海底防爆管道,包括多个前述第二方面所述的管道单环,多个所述管道单环沿所述管道单环的轴线方向错缝拼装,在相邻两个所述管道单环之间,所述海底防爆管道包括多个如权利要求5所述的管道单环,多个所述管道单环沿所述环体结构的轴线方向错缝拼装以形成管体结构,在相邻两个所述环体结构之间,所述第一砌块和相邻的所述第二砌块通过所述第一拼合面和所述第三拼合面对合拼接。In a third aspect, embodiments of the present invention also provide a submarine explosion-proof pipeline, including a plurality of pipeline single rings described in the second aspect, and the plurality of pipeline single rings are staggered and assembled along the axial direction of the pipeline single rings. , between two adjacent pipeline single rings, the submarine explosion-proof pipeline includes a plurality of pipeline single rings as claimed in claim 5, and the plurality of pipeline single rings are staggered along the axis of the ring structure. Seams are assembled to form a pipe structure. Between two adjacent ring structures, the first building block and the adjacent second building block pass through the first joining surface and the third joining surface. Face to face splicing.
可选地,所述海底防爆管道还包括边缘定位环,所述边缘定位环设置有两个,且在轴线方向上具有相对的拼合平面和限位安装面,所述限位安装面为与所述管道单环在轴向上一侧的多个所述第一拼合面和多个所述第三拼合面相匹配,两个所述边缘定位环分别通过所述限位安装面拼合固定于所述管体结构在轴线方向上的两端。Optionally, the submarine explosion-proof pipeline also includes an edge positioning ring. Two of the edge positioning rings are provided and have opposite joining planes and a limiting mounting surface in the axial direction. The limiting mounting surface is in contact with the positioning ring. The plurality of first joining surfaces and the plurality of third joining surfaces on one side of the single ring in the axial direction match each other, and the two edge positioning rings are joined and fixed to the said limiting installation surface respectively. The two ends of the tube structure in the axial direction.
可选地,所述海底防爆管道还包括金属管体,所述金属管体包括金属外管和金属内管,所述金属外管套接于所述管体结构外侧,所述金属内管同轴安装于所述管体结构内侧。Optionally, the submarine explosion-proof pipeline also includes a metal pipe body. The metal pipe body includes a metal outer pipe and a metal inner pipe. The metal outer pipe is sleeved on the outside of the pipe body structure, and the metal inner pipe is connected with the pipe structure. The shaft is installed inside the tube structure.
本发明实施例提供的技术方案带来的有益效果至少包括:The beneficial effects brought by the technical solutions provided by the embodiments of the present invention include at least:
采用本发明实施例所提供的拓扑自锁式夹层结构,其通过第一砌块和第二砌块所组成的互锁结构可以设置于海底管道的内部作为受力支撑结构,其第一砌块与第二砌块之间的互锁接触环环相扣,对受到的冲击载荷具有较强的延展性,结构稳定的同时对应力的抗压能力提高。并且即使受到较大的冲击载荷导致个别第一砌块或者第二砌块表面产生破损裂缝,也不会延伸到相邻的其他第一砌块和第二砌块上,方便后续进行针对性的快速修复,能够有效提高海底管道的局部损伤容忍能力和整体受荷能力。Using the topological self-locking sandwich structure provided by the embodiment of the present invention, the interlocking structure composed of the first block and the second block can be disposed inside the submarine pipeline as a force-bearing support structure. The first block The interlocking contact with the second block is interlocking, which has strong ductility to the impact load. The structure is stable and the compressive resistance to stress is improved. And even if a large impact load causes damage and cracks on the surface of individual first blocks or second blocks, they will not extend to other adjacent first blocks and second blocks, making it convenient for subsequent targeted repairs. Rapid repair can effectively improve the local damage tolerance and overall load-bearing capacity of submarine pipelines.
附图说明Description of the drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained based on these drawings without exerting creative efforts.
图1是本发明实施例提供的拓扑自锁式夹层结构外侧的立体结构示意图;Figure 1 is a schematic three-dimensional structural diagram of the outside of the topological self-locking sandwich structure provided by an embodiment of the present invention;
图2是本发明实施例提供的拓扑自锁式夹层结构内侧的立体结构示意图;Figure 2 is a schematic three-dimensional structural diagram of the inside of the topological self-locking sandwich structure provided by an embodiment of the present invention;
图3是本发明实施例提供的拓扑自锁式夹层结构在圆弧周向上的侧视结构示意图;Figure 3 is a schematic side view of the topological self-locking sandwich structure in the arc circumferential direction according to the embodiment of the present invention;
图4是本发明实施例提供的管道单环的立体结构示意图;Figure 4 is a schematic three-dimensional structural diagram of a single ring of pipeline provided by an embodiment of the present invention;
图5是本发明实施例提供的海底防爆管道的立体结构示意图;Figure 5 is a schematic three-dimensional structural diagram of a submarine explosion-proof pipeline provided by an embodiment of the present invention;
图6是本发明实施例提供的管体结构的立体结构示意图;Figure 6 is a schematic three-dimensional structural diagram of a pipe structure provided by an embodiment of the present invention;
图7是本发明实施例提供的边缘定位环的立体结构示意图;Figure 7 is a schematic three-dimensional structural diagram of an edge positioning ring provided by an embodiment of the present invention;
图8是本发明实施例提供的金属管体的结构示意图。Figure 8 is a schematic structural diagram of a metal pipe body provided by an embodiment of the present invention.
图中:In the picture:
1-第一砌块;2-第二砌块;3-边缘定位环;4-金属管体;11-第一拼合面;12-第二拼合面 ;13-第一外弧面;14-第一内弧面;15-第一侧边;21-第三拼合面;22-第四拼合面;23-第二外弧面;24-第二内弧面;25-第二侧边;31-拼合平面;32-限位安装面;41-金属外管;42-金属内管;131-第一长边;132-第一短边;141-第二短边;142-第二长边;231-第三短边;232-第三长边;241-第四长边;242-第四短边;m-环体结构;n-管体结构。1-The first building block; 2-The second building block; 3-Edge positioning ring; 4-Metal pipe body; 11-The first joining surface; 12-The second joining surface; 13-The first outer arc surface; 14- The first inner arc surface; 15-the first side; 21-the third joining surface; 22-the fourth joining surface; 23-the second outer arc surface; 24-the second inner arc surface; 25-the second side; 31-joining plane; 32-limiting installation surface; 41-metal outer tube; 42-metal inner tube; 131-first long side; 132-first short side; 141-second short side; 142-second long side Side; 231-the third short side; 232-the third long side; 241-the fourth long side; 242-the fourth short side; m-ring structure; n-tube structure.
具体实施方式Detailed ways
为使本发明的目的、技术方案和优点更加清楚,下面将结合附图对本发明实施方式作进一步地详细描述。In order to make the purpose, technical solutions and advantages of the present invention clearer, the embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
在相关技术中,目前常用的海底管道大多为大长度(标准长度为12.192米)的金属或者软质材料在陆地进行预制,并下入到海底拼装而成。In related technologies, currently commonly used submarine pipelines are mostly made of long-length (standard length is 12.192 meters) metal or soft materials that are prefabricated on land and lowered to the seabed for assembly.
海底管道工程易受到船锚、生物等的撞击,相关技术中的拼接管状结构,由于其管道均为预制的一体式结构,在遭受到外部的冲击载荷时,整体结构的管道部分段落所产生的管道裂纹会快速向周围蔓延发展,导致结构的整体失稳破坏。同时,整体结构的海底管道在波浪荷载或地层不均匀沉降时由于灵活性较差导致会承受较大的剪力,且在海底安装施工环境复杂,一旦发生事故时,管道的维修比在陆地上更加困难,因而急需一种新型的管道结构从而改善管道在海底的受荷能力。Submarine pipeline projects are susceptible to impact from anchors, organisms, etc. The spliced tubular structures in related technologies are all prefabricated integrated structures. When subjected to external impact loads, some sections of the pipelines in the overall structure will produce vibrations. Pipe cracks will quickly spread to the surrounding areas, causing overall structural instability and damage. At the same time, the overall structure of the submarine pipeline will bear greater shear force due to poor flexibility due to wave load or uneven settlement of the stratum. Moreover, the installation and construction environment on the seabed is complex. Once an accident occurs, the maintenance of the pipeline is more difficult than on land. It is even more difficult, so a new type of pipeline structure is urgently needed to improve the load-bearing capacity of the pipeline on the seabed.
图1是本发明实施例提供的拓扑自锁式夹层结构外侧的立体结构示意图。图2是本发明实施例提供的拓扑自锁式夹层结构内侧的立体结构示意图。图3是本发明实施例提供的拓扑自锁式夹层结构在圆弧周向上的侧视结构示意图。如图1至图3所示,通过实践,本发明实施例提供了一种拓扑自锁式夹层结构,包括第一砌块1和第二砌块2,第一砌块1和第二砌块2体均为呈劣弧状的圆弧形块体。Figure 1 is a schematic structural diagram of the outer side of a topological self-locking sandwich structure provided by an embodiment of the present invention. Figure 2 is a schematic three-dimensional structural diagram of the inside of the topological self-locking sandwich structure provided by an embodiment of the present invention. Figure 3 is a schematic side view of the topological self-locking sandwich structure in the arc circumferential direction according to an embodiment of the present invention. As shown in Figures 1 to 3, through practice, embodiments of the present invention provide a topological self-locking sandwich structure, including a first block 1 and a second block 2, and a first block 1 and a second block 2. Both bodies are arc-shaped blocks with a minor arc shape.
其中,第一砌块1在圆弧周向上的相对两侧对称设置有第一拼合面11,第一砌块1在圆弧周向上的两端对称设置有第二拼合面12。Among them, the first block 1 is symmetrically provided with first split surfaces 11 on opposite sides in the arc circumferential direction, and the first block 1 is symmetrically provided with second split surfaces 12 at both ends in the arc circumferential direction.
第二砌块2在圆弧周向上的相对两侧对称设置有第三拼合面21,第三拼合面21与第一拼合面11相匹配,第二砌块2在圆弧周向上的两端对称设置有第四拼合面22,第四拼合面22与第二拼合面12相匹配。The second block 2 is symmetrically provided with third split surfaces 21 on opposite sides in the arc circumferential direction. The third split surfaces 21 match the first split surface 11 . The second block 2 has two ends in the arc circumferential direction. A fourth split surface 22 is symmetrically arranged, and the fourth split surface 22 matches the second split surface 12 .
拓扑自锁式夹层结构被配置为第一砌块1和第二砌块2能够通过第一拼合面11和第三拼合面21对合拼接,或者能够通过第二拼合面12和第四拼合面22对合拼接,以在第一砌块1和第二砌块2体的径向上实现咬合固定。The topological self-locking sandwich structure is configured such that the first block 1 and the second block 2 can be joined together through the first joining surface 11 and the third joining surface 21, or can be joined together through the second joining surface 12 and the fourth joining surface. 22 are aligned and spliced to achieve bite fixation in the radial direction of the first block 1 and the second block 2.
在本发明实施例中,该拓扑自锁式夹层结构由外形具有一定区别的第一砌块1和第二砌块2组成最小的组合单元结构。其中,第一砌块1和第二砌块2均为具有六个面的圆弧形块体。具体地,第一砌块1包括相对的第一外弧面13和第一内弧面14,第一拼合面11和第二拼合面12均位于第一外弧面13和第一内弧面14之间,第二砌块2包括相对的第二外弧面23和第二内弧面24,第三拼合面21和第四拼合面22均位于第二外弧面23和第二内弧面24之间,第一外弧面13和第二外弧面23的弧半径相同,第一内弧面14和第二内弧面24的弧半径相同。在厚度方向上,也即是两者所在圆弧的径向上,第一外弧面13和第一内弧面14之间,以及第二外弧面23和第二内弧面24均相互平行,且间距相同。In the embodiment of the present invention, the topological self-locking sandwich structure is composed of a first block 1 and a second block 2 with certain different shapes to form a minimum combined unit structure. Wherein, the first building block 1 and the second building block 2 are arc-shaped blocks with six faces. Specifically, the first building block 1 includes an opposite first outer arc surface 13 and a first inner arc surface 14. The first split surface 11 and the second split surface 12 are both located between the first outer arc surface 13 and the first inner arc surface. 14, the second block 2 includes an opposite second outer arc surface 23 and a second inner arc surface 24, and the third split surface 21 and the fourth split surface 22 are both located on the second outer arc surface 23 and the second inner arc surface. Between the surfaces 24, the arc radii of the first outer arc surface 13 and the second outer arc surface 23 are the same, and the arc radii of the first inner arc surface 14 and the second inner arc surface 24 are the same. In the thickness direction, that is, in the radial direction of the arc where they are located, the space between the first outer arc surface 13 and the first inner arc surface 14 and the second outer arc surface 23 and the second inner arc surface 24 are parallel to each other. , and the spacing is the same.
示例性地,第一外弧面13和第一内弧面14均呈弧形条状,第一外弧面13在第一砌块1的圆弧方向上的两侧具有两个相对的第一长边131,在圆弧方向上的两端具有两个相对的第一短边132。而第一内弧面14在第一砌块1的圆弧方向上的两侧具有两个相对的第二短边141,在圆弧方向上的两端具有两个相对第二长边142。第一长边131和第二短边141通过两个第一侧边15连接以形成第一拼合面11,第一短边132和第二长边142通过两个第一侧边15连接以形成第二拼合面12;Illustratively, both the first outer arc surface 13 and the first inner arc surface 14 are in the shape of arc strips. The first outer arc surface 13 has two opposite sides on both sides in the arc direction of the first block 1. One long side 131 has two opposite first short sides 132 at both ends in the arc direction. The first inner arc surface 14 has two opposite second short sides 141 on both sides of the first block 1 in the arc direction, and has two opposite second long sides 142 on both ends in the arc direction. The first long side 131 and the second short side 141 are connected through the two first sides 15 to form the first combined surface 11 , and the first short side 132 and the second long side 142 are connected through the two first sides 15 to form second joining surface 12;
相应的,第二外弧面23和第二内弧面24均呈弧形条状,第二外弧面23在第二砌块2的圆弧方向上的两侧具有两个相对第三短边231,在圆弧方向上的两端具有两个相对的第三长边232;第二内弧面24在第二砌块2的圆弧方向上的两侧具有两个相对第四长边241,在圆弧方向上的两端具有两个相对的第四短边242。第三短边231和第四长边241通过两个第二侧边25连接以形成第三拼合面21,第三长边232和第四短边242通过两个第二侧边25连接以形成第四拼合面22。Correspondingly, the second outer arc surface 23 and the second inner arc surface 24 are both in the shape of arc-shaped strips. The second outer arc surface 23 has two relatively third short ribs on both sides in the arc direction of the second block 2. The side 231 has two opposite third long sides 232 at both ends in the arc direction; the second inner arc surface 24 has two opposite fourth long sides at both sides of the second block 2 in the arc direction. 241, with two opposite fourth short sides 242 at both ends in the arc direction. The third short side 231 and the fourth long side 241 are connected through the two second sides 25 to form the third split surface 21 , and the third long side 232 and the fourth short side 242 are connected through the two second sides 25 to form The fourth joining surface 22.
在进行第一砌块1和第二砌块2的组合时,第一砌块1可以通过其在圆弧周向上的相对两侧所设置的第一拼合面11分别与两个第二砌块2的第三拼合面21对接拼合,并且通过其在圆弧周向上两端的第二拼合面12分别与另外两个第二砌块2的第四拼合面22相互拼合。相互拼合后的第一砌块1和第二砌块2中,第一外弧面13上的第一短边132与第二外弧面23上的第三长边232相连接并平滑过度,第一内弧面14上的第二长边142与第二内弧面24上的第三短边231相连接并平滑过度。在拼合后的拓扑自锁式夹层结构中,每个第一砌块1在圆弧周向上的两侧,以及圆弧周向上的两端分别可以合四个第二砌块2相互咬合以形成拓扑自锁结构;或者,每个第二砌块2在圆弧周向上的两侧,以及圆弧周向上的两端分别可以合四个第一砌块1相互咬合以形成拓扑自锁结构,以实现在圆弧径向上的咬合固定,该拓扑自锁式夹层结构可以设置于海底管道的内部作为受力支撑结构,通过第一外弧面13和第二外弧面23对管道的外管壁进行支撑,通过第一内弧面14和第二内弧面24对管道的内管臂进行支撑。其第一砌块1与第二砌块2之间的互锁接触环环相扣,对受到的冲击载荷具有较强的延展性,结构稳定的同时对应力的抗压能力提高。并且即使受到较大的冲击载荷导致个别第一砌块1或者第二砌块2表面产生破损裂缝,也不会延伸到相邻的其他第一砌块1和第二砌块2上,方便后续进行针对性的快速修复,能够有效提高海底管道的局部损伤容忍能力和整体受荷能力。When combining the first block 1 and the second block 2, the first block 1 can be connected to the two second blocks respectively through the first joining surfaces 11 provided on opposite sides of the arc circumferential direction. The third joining surfaces 21 of 2 are butted and joined together, and the second joining surfaces 12 at both ends in the arc circumferential direction are joined to each other with the fourth joining surfaces 22 of the other two second blocks 2 respectively. In the first block 1 and the second block 2 that are assembled together, the first short side 132 on the first outer arc surface 13 and the third long side 232 on the second outer arc surface 23 are connected and smoothly transitioned. The second long side 142 on the first inner arc surface 14 is connected to the third short side 231 on the second inner arc surface 24 and transitions smoothly. In the assembled topological self-locking sandwich structure, four second blocks 2 can be meshed with each other on both sides of each first block 1 in the arc circumferential direction, and at both ends in the arc circumferential direction. Topological self-locking structure; alternatively, the two sides of each second block 2 in the arc circumferential direction and the two ends in the arc circumferential direction can be combined with four first blocks 1 to engage with each other to form a topological self-locking structure. In order to achieve bite fixation in the arc radial direction, the topological self-locking sandwich structure can be set inside the submarine pipeline as a force-bearing support structure, and the outer tube of the pipeline is supported by the first outer arc surface 13 and the second outer arc surface 23. The wall is supported, and the inner pipe arm of the pipeline is supported by the first inner arc surface 14 and the second inner arc surface 24. The interlocking contact between the first block 1 and the second block 2 is interlocking, and has strong ductility against the impact load. The structure is stable and the resistance to stress is improved. And even if a large impact load causes damage and cracks on the surface of an individual first block 1 or second block 2, it will not extend to other adjacent first blocks 1 and second blocks 2, which facilitates follow-up. Targeted rapid repair can effectively improve the local damage tolerance and overall load-bearing capacity of submarine pipelines.
可选地,第一拼合面11为弧形凸面,第三拼合面21为与第一拼合面11相匹配的弧形凹面;第二拼合面12为弧形凹面,第四拼合面22为与第二拼合面12相匹配的弧形凸面。示例性地,在本发明实施例中,通过将第一拼合面11、第二拼合面12、第三拼合面21和第四拼合面22设置为对应的弧形凹凸结果,可以进一步提高相互拼合后的接触面积,增加拼合稳定性和对应力的承受能力,保证海底管道的局部损伤容忍能力和整体受荷能力。Optionally, the first joining surface 11 is an arc-shaped convex surface, the third joining surface 21 is an arc-shaped concave surface matching the first joining surface 11; the second joining surface 12 is an arc-shaped concave surface, and the fourth joining surface 22 is an arc-shaped concave surface. The second joining surface 12 matches the arc-shaped convex surface. Illustratively, in the embodiment of the present invention, by arranging the first joining surface 11 , the second joining surface 12 , the third joining surface 21 and the fourth joining surface 22 as corresponding arc-shaped concave and convex results, mutual joining can be further improved. The final contact area increases the joint stability and stress tolerance, ensuring the local damage tolerance and overall load bearing capacity of the submarine pipeline.
可选地,第一砌块1和第二砌块2和高强混凝土砌块。示例性地,在本发明实施例中,第一砌块1和第二砌块2采用强度等级为C60以上的混凝土,具有抗压强度高、抗变形能力强、密度大、孔隙率低等优点,能够有效提高拓扑自锁式夹层结构的使用寿命和受荷能力。Optionally, the first block 1 and the second block 2 are high-strength concrete blocks. Illustratively, in the embodiment of the present invention, the first block 1 and the second block 2 are made of concrete with a strength grade of C60 or above, which has the advantages of high compressive strength, strong deformation resistance, high density, and low porosity. , which can effectively improve the service life and load-bearing capacity of the topological self-locking sandwich structure.
图4是本发明实施例提供的管道单环的立体结构示意图。如图4所示,本发明实施例还提供了一种管道单环,包括多个如图1至图3所示的拓扑自锁式夹层结构,多个拓扑自锁式夹层结构中的第一砌块1和第二砌块2通过第二拼合面12和第四拼合面22对合拼接,以实现在圆弧周向上相互咬合固定以形成环体结构m。示例性地,在本发明实施例中,在对多个第一砌块1和第二砌块2相互拼合的最小单元进行组合使用时,其可以沿圆弧周向依次拼合最终形成一第一外弧面13和第二外弧面23为外圈,第一内弧面14和第二内弧面24位内圈的环体结构m,在圆弧的径向上多个第一砌块1和第二砌块2之间可以实现自锁,无需在拼合位置设置额外的螺栓等固定元件即可实现稳定组合和支撑结构,结构简单,实用性高。Figure 4 is a schematic three-dimensional structural diagram of a single ring of pipeline provided by an embodiment of the present invention. As shown in Figure 4, an embodiment of the present invention also provides a pipeline single ring, including a plurality of topological self-locking sandwich structures as shown in Figures 1 to 3. The first of the plurality of topological self-locking sandwich structures The block 1 and the second block 2 are aligned and spliced through the second joining surface 12 and the fourth joining surface 22 to achieve mutual engagement and fixation in the arc circumferential direction to form a ring structure m. For example, in the embodiment of the present invention, when a plurality of minimum units of the first building block 1 and the second building block 2 are combined and used, they can be combined sequentially along the circumferential direction of the arc to finally form a first unit. The outer arc surface 13 and the second outer arc surface 23 are the outer ring, the first inner arc surface 14 and the second inner arc surface 24 are the annular structure m of the inner ring, and there are a plurality of first building blocks 1 in the radial direction of the arc. Self-locking can be achieved between the second block 2 and the second block 2, and a stable combination and support structure can be achieved without the need to set additional bolts and other fixing elements at the joining position. The structure is simple and has high practicability.
图5是本发明实施例提供的海底防爆管道的立体结构示意图。图6是本发明实施例提供的管体结构的立体结构示意图。图7是本发明实施例提供的边缘定位环的立体结构示意图。图8是本发明实施例提供的金属管体的结构示意图。如图5至图8所示,本发明实施例还提供了一种海底防爆管道,包括多个如图4所示的管道单环,多个管道单环沿环体结构m的轴线方向错缝拼装以形成管体结构n,在相邻两个环体结构m之间,第一砌块1和相邻的第二砌块2通过第一拼合面11和第三拼合面21对合拼接。示例性地,在本发明实施例中,在完成多个管道单环的环体结构m的组合后,可以将多个环体结构m沿轴线方向,也即是海底防爆隧道的走向同轴布置,相邻两个环体结构m之间围绕轴线进行一定的角度调整后进行错缝拼接,在相邻两个环体结构m之间,第一砌块1和相邻的第二砌块2通过第一拼合面11和第三拼合面21对合拼接,已形成指定长度的管体结构n。采用本发明实施例所提供的拓扑自锁式夹层结构所组合而成的管体单环组合形成海底防爆管道,其管体结构n可以设置于海底管道的内部作为受力支撑结构,通过第一外弧面13和第二外弧面23对管道的外管壁进行支撑,通过第一内弧面14和第二内弧面24对管道的内管臂进行支撑。其第一砌块1与第二砌块2之间的互锁接触环环相扣,对受到的冲击载荷具有较强的延展性,结构稳定的同时对应力的抗压能力提高。并且即使受到较大的冲击载荷导致个别第一砌块1或者第二砌块2表面产生破损裂缝,也不会延伸到相邻的其他第一砌块1和第二砌块2上,方便后续进行针对性的快速修复,能够有效提高海底管道的局部损伤容忍能力和整体受荷能力。Figure 5 is a schematic three-dimensional structural diagram of a submarine explosion-proof pipeline provided by an embodiment of the present invention. Figure 6 is a schematic three-dimensional structural diagram of a pipe structure provided by an embodiment of the present invention. Figure 7 is a schematic three-dimensional structural diagram of an edge positioning ring provided by an embodiment of the present invention. Figure 8 is a schematic structural diagram of a metal pipe body provided by an embodiment of the present invention. As shown in Figures 5 to 8, an embodiment of the present invention also provides a submarine explosion-proof pipeline, which includes a plurality of pipeline single rings as shown in Figure 4. The plurality of pipeline single rings are staggered along the axis direction of the ring structure m. Assembled to form a pipe structure n, between two adjacent ring structures m, the first block 1 and the adjacent second block 2 are aligned and spliced through the first joining surface 11 and the third joining surface 21 . For example, in the embodiment of the present invention, after completing the combination of multiple pipeline single-ring ring structures m, the multiple ring structures m can be coaxially arranged along the axis direction, that is, the direction of the submarine explosion-proof tunnel. , between two adjacent ring structures m, they are staggered and spliced after adjusting a certain angle around the axis. Between the two adjacent ring structures m, the first block 1 and the adjacent second block 2 Through the alignment and splicing of the first joining surface 11 and the third joining surface 21, a pipe structure n of a specified length has been formed. The single-ring pipe body composed of the topological self-locking sandwich structure provided by the embodiment of the present invention is combined to form a submarine explosion-proof pipeline. The pipe body structure n can be set inside the submarine pipeline as a force-bearing support structure. Through the first The outer arc surface 13 and the second outer arc surface 23 support the outer wall of the pipeline, and the first inner arc surface 14 and the second inner arc surface 24 support the inner pipe arm of the pipeline. The interlocking contact between the first block 1 and the second block 2 is interlocking, and has strong ductility against the impact load. The structure is stable and the resistance to stress is improved. And even if a large impact load causes damage and cracks on the surface of an individual first block 1 or second block 2, it will not extend to other adjacent first blocks 1 and second blocks 2, which facilitates follow-up. Targeted rapid repair can effectively improve the local damage tolerance and overall load-bearing capacity of submarine pipelines.
可选地,海底防爆管道还包括边缘定位环3,边缘定位环3设置有两个,且在轴线方向上具有相对的拼合平面31和限位安装面32,限位安装面32为与管道单环在轴向上一侧的多个第一拼合面11和多个第三拼合面21相匹配,两个边缘定位环3分别通过限位安装面32拼合固定于管体结构n在轴线方向上的两端。示例性地,在本发明实施例中,在完成对管体结构n的组合后,由于其轴向上两端均为多个第一拼合面11和多个第三拼合面21所组合形成的不规则结构,在进行单段管体结构n的制备后不利于进行输送和对接。故通过在管体结构n的两端分别设置一个边缘定位环3,利用其匹配的限位安装面32对多个第一拼合面11和多个第三拼合面21所组合形成的端面进行对合固定连接,实现对管体结构n的两端夹持定位,提高整体结构稳定性的同时,其另一端的拼合平面31则可以作为吊运和对接的对应面。可以在拼合平面31上加工各种安装孔适配输送设备的装夹,以及不同段落的海底防爆管道之间的对接结构,进一步提高了该海底防爆管道的实用性。Optionally, the submarine explosion-proof pipeline also includes edge positioning rings 3. There are two edge positioning rings 3, and have opposite joining planes 31 and limiting installation surfaces 32 in the axial direction. The limiting installation surfaces 32 are separate from the pipeline. A plurality of first joining surfaces 11 and a plurality of third joining surfaces 21 on one side of the ring in the axial direction match each other. The two edge positioning rings 3 are respectively joined and fixed to the pipe structure n in the axial direction through the limiting mounting surfaces 32 both ends. Illustratively, in the embodiment of the present invention, after the assembly of the pipe structure n is completed, both axial ends thereof are formed by a combination of a plurality of first joining surfaces 11 and a plurality of third joining surfaces 21 The irregular structure is not conducive to transportation and docking after the preparation of the single-section pipe structure n. Therefore, an edge positioning ring 3 is respectively provided at both ends of the pipe structure n, and its matching limiting installation surface 32 is used to align the end surface formed by the combination of the plurality of first split surfaces 11 and the plurality of third split surfaces 21. The combined fixed connection realizes clamping and positioning of both ends of the pipe structure n, which improves the stability of the overall structure. At the same time, the joining plane 31 at the other end can be used as a corresponding surface for lifting and docking. Various mounting holes can be processed on the splicing plane 31 to adapt to the clamping of transportation equipment, as well as the docking structures between different sections of submarine explosion-proof pipelines, which further improves the practicality of the submarine explosion-proof pipelines.
可选地,海底防爆管道还包括金属管体4,金属管体4包括金属外管41和金属内管42,金属外管41套接于管体结构n外侧,金属内管42同轴安装于管体结构n内侧。示例性地,在本发明实施例中,通过在管体结构n的内外包覆金属管体4,利用由该拓扑自锁夹层结构组成的管体结构n作为夹层实现对金属管体4的内外管结构支撑,提高海底管道的局部损伤容忍能力和整体受荷能力。Optionally, the submarine explosion-proof pipeline also includes a metal pipe body 4. The metal pipe body 4 includes a metal outer pipe 41 and a metal inner pipe 42. The metal outer pipe 41 is sleeved on the outside of the pipe structure n, and the metal inner pipe 42 is coaxially installed on Inside the tube structure n. Illustratively, in the embodiment of the present invention, by coating the metal pipe body 4 inside and outside the pipe structure n, the pipe structure n composed of the topological self-locking sandwich structure is used as a sandwich to realize the inner and outer protection of the metal pipe body 4 Pipe structure support improves the local damage tolerance and overall load-bearing capacity of submarine pipelines.
除非另作定义,此处使用的技术术语或者科学术语应当为本发明所属领域内具有一般技能的人士所理解的通常意义。本发明专利申请说明书以及权利要求书中使用的“第一”、“第二”以及类似的词语并不表示任何顺序、数量或者重要性,而只是用来区分不同的组成部分。同样,“一个”或者“一”等类似词语也不表示数量限制,而是表示存在至少一个。“包括”或者“包含”等类似的词语意指出现在“包括”或者“包含”前面的元件或者物件涵盖出现在“包括”或者“包含”后面列举的元件或者物件极其等同,并不排除其他元件或者物件。“连接”或者“相连”等类似的词语并非限定于物理的或者机械的连接,而是可以包括电性的连接,不管是直接的还是间接的。“上”、“下”、“左”、“右”等仅用于表示相对位置关系,当被描述对象的绝对位置改变后,则所述相对位置关系也可能相应地改变。Unless otherwise defined, technical or scientific terms used herein shall have their ordinary meaning understood by a person of ordinary skill in the art to which this invention belongs. "First", "second" and similar words used in the specification and claims of the patent application of the present invention do not indicate any order, quantity or importance, but are only used to distinguish different components. Likewise, "a" or "one" and similar words do not indicate a quantitative limit, but rather indicate the presence of at least one. "Include" or "include" and other similar words mean that the elements or objects appearing before "include" or "include" cover the elements or objects listed after "include" or "include" and are extremely equivalent, and do not exclude other elements. or objects. Words such as "connected" or "connected" are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "Up", "down", "left", "right", etc. are only used to express relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may also change accordingly.
以上所述仅为本发明的可选实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above are only optional embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.
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CN202660064U (en) * | 2012-06-27 | 2013-01-09 | 中国舰船研究设计中心 | Tunable vibration absorbing device for pipelines |
CN107061879A (en) * | 2017-04-25 | 2017-08-18 | 北京化工大学 | A kind of unit-combination type large pipe structure and manufacture method |
CN210510754U (en) * | 2019-07-12 | 2020-05-12 | 潍坊宏图环保设备有限公司 | Pipeline adopting anti-drop lining |
CN112284191A (en) * | 2020-10-29 | 2021-01-29 | 武汉理工大学 | Composite target plate structure |
CN116537822A (en) * | 2023-04-27 | 2023-08-04 | 武汉理工大学 | Topological self-locking shield tunnel segment, segment ring structure and tunnel |
CN116623866A (en) * | 2023-07-24 | 2023-08-22 | 武汉理工大学三亚科教创新园 | Topologically interlocking blocks, acoustic walls and method of assembly |
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Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN202660064U (en) * | 2012-06-27 | 2013-01-09 | 中国舰船研究设计中心 | Tunable vibration absorbing device for pipelines |
CN107061879A (en) * | 2017-04-25 | 2017-08-18 | 北京化工大学 | A kind of unit-combination type large pipe structure and manufacture method |
CN210510754U (en) * | 2019-07-12 | 2020-05-12 | 潍坊宏图环保设备有限公司 | Pipeline adopting anti-drop lining |
CN112284191A (en) * | 2020-10-29 | 2021-01-29 | 武汉理工大学 | Composite target plate structure |
CN116537822A (en) * | 2023-04-27 | 2023-08-04 | 武汉理工大学 | Topological self-locking shield tunnel segment, segment ring structure and tunnel |
CN116623866A (en) * | 2023-07-24 | 2023-08-22 | 武汉理工大学三亚科教创新园 | Topologically interlocking blocks, acoustic walls and method of assembly |
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