CN112064680A - Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint - Google Patents

Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint Download PDF

Info

Publication number
CN112064680A
CN112064680A CN202010901313.XA CN202010901313A CN112064680A CN 112064680 A CN112064680 A CN 112064680A CN 202010901313 A CN202010901313 A CN 202010901313A CN 112064680 A CN112064680 A CN 112064680A
Authority
CN
China
Prior art keywords
plate
section
reference line
steel
manufacturing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010901313.XA
Other languages
Chinese (zh)
Inventor
刘钱
全伟雄
罗敬成
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Shipyard International Co Ltd
Original Assignee
Guangzhou Shipyard International Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangzhou Shipyard International Co Ltd filed Critical Guangzhou Shipyard International Co Ltd
Priority to CN202010901313.XA priority Critical patent/CN112064680A/en
Publication of CN112064680A publication Critical patent/CN112064680A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/063Tunnels submerged into, or built in, open water
    • E02D29/073Tunnels or shuttering therefor assembled from sections individually sunk onto, or laid on, the water-bed, e.g. in a preformed trench
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K31/00Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups
    • B23K31/02Processes relevant to this subclass, specially adapted for particular articles or purposes, but not covered by only one of the preceding main groups relating to soldering or welding
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B25HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25HWORKSHOP EQUIPMENT, e.g. FOR MARKING-OUT WORK; STORAGE MEANS FOR WORKSHOPS
    • B25H7/00Marking-out or setting-out work
    • B25H7/04Devices, e.g. scribers, for marking
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K2103/00Materials to be soldered, welded or cut
    • B23K2103/02Iron or ferrous alloys
    • B23K2103/04Steel or steel alloys

Abstract

The invention discloses a method for manufacturing a steel shell pipe joint of an immersed tube tunnel and the steel shell pipe joint of the immersed tube tunnel, and relates to the technical field of large-scale steel structure manufacturing engineering. The manufacturing method of the immersed tunnel steel shell pipe joint comprises the following steps: s1, designing a first reference line for the T-shaped section, the section steel, the transverse partition plate and the longitudinal partition plate, and designing a first reference line and a second reference line for the inner shell plate and the outer shell plate; s2, splicing a plurality of T-shaped sections, a plurality of section steels, a plurality of transverse partition plates, a plurality of longitudinal partition plates, an inner shell plate and an outer shell plate into a block body according to a first reference line; s3, pre-grouping the four block bodies into small sections according to a second reference line; and S4, folding the small sections into pipe sections according to the second reference line. Splicing is carried out according to the first datum line, so that measurement is not needed among parts, operation is simplified, accurate positioning of each part is guaranteed, and precision control of block splicing is realized.

Description

Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint
Technical Field
The invention relates to the technical field of large-scale steel structure manufacturing engineering, in particular to a manufacturing method of a steel shell pipe joint of a immersed tunnel and the steel shell pipe joint of the immersed tunnel.
Background
At present, the steel shell pipe joint of the immersed tube tunnel is integrally formed by splicing a plurality of parts due to a large structure, the relative position between the parts and between the parts basically depends on a measuring instrument to carry out position observation in the splicing process, and after an observation result is fed back to an operator, deviation adjustment is carried out. Because there is no more intuitive position relation reference in the process of combining parts and parts, and parts, accurate positioning is difficult to achieve in the assembling process; meanwhile, as the process products have no visual association points, the measurement reference is easy to be inconsistent, the structural butt joint deviation is caused, and the splicing of the whole immersed tube tunnel steel shell pipe section is finally influenced.
Disclosure of Invention
The invention aims to provide a manufacturing method of a steel shell pipe joint of a immersed tube tunnel and the steel shell pipe joint of the immersed tube tunnel, which can realize the unification of control references among parts, process products and realize the integral precision control of the process of manufacturing and splicing the pipe joints.
In order to achieve the purpose, the invention adopts the following technical scheme:
a manufacturing method of a steel shell pipe joint of a immersed tunnel comprises a plurality of small sections, wherein each small section comprises four block bodies, and each block body comprises a T-shaped section, section steel, a transverse partition plate, a longitudinal partition plate, an inner shell plate and an outer shell plate; the manufacturing method of the immersed tunnel steel shell pipe joint comprises the following steps:
s1, designing a first reference line for the T-shaped section, the section steel, the transverse partition plate and the longitudinal partition plate, and designing the first reference line and a second reference line for the inner shell plate and the outer shell plate;
s2, splicing the plurality of T-shaped sections, the plurality of section steels, the plurality of transverse partition plates, the plurality of longitudinal partition plates, the inner shell plate and the outer shell plate into the block body according to the first reference line;
s3, pre-grouping the four blocks into the small segments according to the second datum line;
and S4, folding the small sections into the pipe section according to the second reference line.
Optionally, the step S1 specifically includes S11:
and S11, designing the first reference lines at both ends of the T-shaped section and the section steel in the length direction.
Optionally, the step S1 includes S12:
and S12, designing the first reference lines at both ends of the transverse partition plate and the longitudinal partition plate in the length direction and both ends of the transverse partition plate and the longitudinal partition plate in the width direction.
Optionally, the step S1 further includes S13:
and S13, designing the first reference lines at both ends of the inner shell plate and the outer shell plate in the length direction and both ends of the inner shell plate and the outer shell plate in the width direction.
Optionally, the step S13 specifically further includes: and two second reference lines which are perpendicular to each other are designed on the upper surfaces of the inner shell plate and the outer shell plate.
Optionally, the step S2 specifically includes S21:
and S21, aligning the first reference line according to the installation position when splicing the plurality of T-shaped sections, the plurality of section steels, the plurality of transverse partition plates, the plurality of longitudinal partition plates, the inner shell plate and the outer shell plate into the block according to the first reference line.
Optionally, the step S3 specifically includes S31:
and S31, aligning the second reference lines of two adjacent blocks in the four blocks, and pre-grouping the blocks into the small segments.
Optionally, the step S4 specifically includes S41:
and S41, aligning or spacing the second reference lines of the small segments by a preset distance, and folding the small segments into the pipe sections.
Optionally, after the step S1, the method further includes:
and S14, feeding back the information of the first datum line and the second datum line into a blanking instruction of a cutting machine, and drawing the first datum line and the second datum line through numerical control powder spraying of the cutting machine in the blanking stages of the T-shaped section, the section steel, the transverse partition plate, the longitudinal partition plate, the inner shell plate and the outer shell plate.
The immersed tunnel steel shell pipe section is manufactured by the manufacturing method of the immersed tunnel steel shell pipe section.
The invention has the beneficial effects that: the invention provides a manufacturing method of a steel shell pipe joint of an immersed tunnel and the steel shell pipe joint of the immersed tunnel.A first datum line design is firstly carried out on a T-shaped section, section steel, a transverse partition plate and a longitudinal partition plate, and a first datum line and a second datum line design are carried out on an inner shell plate and an outer shell plate; the T-shaped section, the section steel, the transverse partition plate, the longitudinal partition plate, the inner shell plate and the outer shell plate are spliced into a block body according to a first datum line, the fact that measurement is not needed among all parts in the splicing process of the block body can be guaranteed through the first datum line, the operation can be simplified, meanwhile, accurate position positioning among all the parts can be guaranteed through the first datum line, and precision control of block body splicing can be achieved; after the block splicing is completed, the four blocks are pre-assembled into small sections according to the second reference lines of the inner shell plate and the outer shell plate, then the small sections are folded into pipe sections, in the process, only the second reference lines are needed to be spliced, measuring instruments are not needed, and the overall precision control of the pipe section splicing process can be achieved.
Drawings
Fig. 1 is a flow chart of main steps of a method for manufacturing a steel shell pipe section of a immersed tunnel according to an embodiment of the present invention;
fig. 2 is a flowchart of detailed steps of a method for manufacturing a steel shell pipe section of a immersed tunnel according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a T-shaped material of a manufacturing method of a steel shell pipe joint of a immersed tunnel according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a section bar of a manufacturing method of a steel shell pipe joint of a immersed tunnel according to an embodiment of the invention;
fig. 5 is a schematic structural diagram of a transverse partition plate of the manufacturing method of the immersed tunnel steel shell pipe joint provided by the embodiment of the invention;
fig. 6 is a schematic structural diagram of an inner shell plate of the manufacturing method of the immersed tunnel steel shell pipe joint provided by the embodiment of the invention;
fig. 7 is a schematic structural diagram of a block of the manufacturing method of the steel shell pipe joint of the immersed tunnel according to the embodiment of the invention;
fig. 8 is a schematic structural diagram of a small segment of the manufacturing method of the steel shell pipe joint of the immersed tunnel according to the embodiment of the invention;
fig. 9 is a schematic partial structural diagram of a pipe joint of a manufacturing method of a steel shell pipe joint of a immersed tunnel according to an embodiment of the present invention;
fig. 10 is a schematic view of the overall structure of a pipe joint of the manufacturing method of the steel shell pipe joint of the immersed tunnel according to the embodiment of the present invention.
In the figure:
100-a first datum line; 200-a second datum line; 300-height reference line;
1-pipe section; 2-small segment;
3-block body; 31-T section bar; 32-section steel; 33-transverse partition plate; 34-longitudinal partitions; 35-inner shell plate; 36-outer skin plate.
Detailed Description
In order to make the technical problems solved, technical solutions adopted and technical effects achieved by the present invention clearer, the technical solutions of the embodiments of the present invention will be described in further detail below with reference to the accompanying drawings, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, removably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The technical scheme of the invention is further explained by the specific implementation mode in combination with the attached drawings.
As shown in fig. 1-9, in the manufacturing method of the immersed tunnel steel shell pipe joint, a pipe joint 1 comprises a plurality of small sections 2, each small section 2 comprises four blocks 3, and each block 3 comprises a T-shaped section 31, a section steel 32, a transverse partition 33, a longitudinal partition 34, an inner shell plate 35 and an outer shell plate 36; the manufacturing method of the immersed tunnel steel shell pipe joint comprises the following steps: s1, designing a first reference line 100 for the T-shaped section 31, the section steel 32, the transverse partition plate 33 and the longitudinal partition plate 34, and designing a first reference line 100 and a second reference line 200 for the inner shell plate 35 and the outer shell plate 36; s2, splicing a plurality of T-shaped bars 31, a plurality of section steels 32, a plurality of transverse partition plates 33, a plurality of longitudinal partition plates 34, an inner shell plate 35 and an outer shell plate 36 into a block body 3 according to a first reference line 100; s3, pre-grouping the four block bodies 3 into small sections 2 according to a second reference line 200; and S4, folding the small segments 2 into the pipe joint 1 according to the second reference line 200. It can be understood that, the manufacturing method of the immersed tunnel steel shell pipe joint firstly designs the first reference line 100 for the T-section 31, the section steel 32, the transverse partition plate 33 and the longitudinal partition plate 34, and designs the first reference line 100 and the second reference line 200 for the inner shell plate 35 and the outer shell plate 36; then, the T-shaped section 31, the section steel 32, the transverse partition plate 33, the longitudinal partition plate 34, the inner shell plate 35 and the outer shell plate 36 are spliced into the block body 3 according to the first reference line 100, the first reference line 100 can ensure that in the splicing process of the block body 3, measurement is not needed among all parts, and only the first reference line 100 is needed to be referred for splicing, so that not only can the operation be simplified, but also the accurate position positioning among all parts can be ensured through the first reference line 100, and the precision control of the splicing of the block body 3 can be realized; after the block bodies 3 are spliced, the four block bodies 3 are pre-assembled into the small sections 2 according to the second reference lines 200 of the inner shell plate 35 and the outer shell plate 36, and finally the small sections 2 are folded into the pipe joint 1.
In this embodiment, the T-shaped material 31, the section steel 32, the transverse partition plate 33, the longitudinal partition plate 34, the inner shell plate 35, and the outer shell plate 36 are spliced to form a sheet body, a plate unit, and the like according to the first reference line 100 as the minimum part unit of the steel shell structure, and then the sheet body and the sheet body or the sheet body and the plate unit are spliced to form the block body 3 with reference to the first reference line 100. As for the specific structure of the sheet body or the plate unit, it is adjustable according to different adaptability of the steel shell, and is also the prior art, and is not described herein again. In other embodiments, the smallest part unit of the steel shell pipe joint 1 may further include other parts such as reinforcing ribs.
Preferably, as shown in fig. 2, a detailed step flow chart of the manufacturing method of the immersed tunnel steel shell pipe section is shown, and the manufacturing method of the immersed tunnel steel shell pipe section is described in detail below, which specifically includes the following steps:
s1, designing a first reference line 100 for the T-shaped section 31, the section steel 32, the transverse partition plate 33 and the longitudinal partition plate 34, and designing a first reference line 100 and a second reference line 200 for the inner shell plate 35 and the outer shell plate 36;
s2, splicing a plurality of T-shaped bars 31, a plurality of section steels 32, a plurality of transverse partition plates 33, a plurality of longitudinal partition plates 34, an inner shell plate 35 and an outer shell plate 36 into a block body 3 according to a first reference line 100;
optionally, the step S1 specifically includes S11:
s11, first reference lines 100 are designed at both ends of the T-shaped bar 31 and the section steel 32 in the longitudinal direction.
As shown in fig. 3 and 4, the T-shaped section 31 is a T-shaped structure and includes a horizontal plate and a vertical plate which are vertically connected. First datum lines 100 are arranged on the transverse plate and the vertical plate at two ends of the T-shaped section 31 in the length direction, the first datum lines 100 extend along the width direction of the transverse plate and the width direction of the vertical plate, and the first datum lines 100 on the transverse plate are aligned with the first datum lines 100 on the vertical plate. The distance between the two first reference lines 100 at the two ends and the two free ends of the T-shaped bar 31 is not limited, and can be selected according to the size of the T-shaped bar 31 and the installation position and the required installation accuracy.
In this embodiment, the section steel 32 is an L-shaped structure, and includes a long plate and a short plate which are vertically connected, and the first reference lines 100 are disposed on the long plates at both ends of the section steel 32 in the length direction. The distance of the first reference lines 100 at both ends from both free ends of the section steel 32 is not limited herein, and may be selected according to various adaptations of the size and mounting position of the section steel 32 and the required mounting accuracy.
Optionally, step S1 further includes S12:
s12, first reference lines 100 are designed at both ends in the length direction and both ends in the width direction of the transverse partition plate 33 and the longitudinal partition plate 34.
As shown in fig. 5, which is a schematic structural diagram of the transverse partition 33, in this embodiment, the transverse partition 33 and the longitudinal partition 34 are the same in size and shape. The first reference lines 100 provided at both ends in the longitudinal direction of the transverse partition 33 extend in the width direction, and the first reference lines 100 provided at both ends in the width direction of the transverse partition 33 extend in the longitudinal direction. In this embodiment, since the transverse plate 33 and the longitudinal partition plate 34 are used for being matched with the T-shaped section 31 and the section steel 32 in a splicing manner, a plurality of T-shaped grooves are arranged at intervals on one side of the transverse partition plate 33 in the width direction and are used for being matched with the T-shaped section 31; and a plurality of L-shaped grooves are arranged at intervals on the other side and are used for matching with the section steel 32, the first datum lines 100 of the transverse partition plate 33 on the two sides in the width direction are arranged at the positions of the T-shaped groove and the L-shaped grooves, and when the transverse partition plate 33 is matched with the T-shaped section 31 and the section steel 32 in a splicing manner, the transverse partition plate can be spliced according to the first datum lines 100, so that the operation is simple and convenient, and the installation precision is controllable. The distances between the four first reference lines 100 of the transverse partition 33 and the ends thereof are not limited herein, and may be selected according to the size thereof and the size and position of the T-shaped bar 31 and the section bar 32.
Optionally, step S1 further includes S13:
s13, the first reference lines 100 are designed at both ends in the length direction and both ends in the width direction of the inner shell plate 35 and the outer shell plate 36. Specifically, two second reference lines 200 perpendicular to each other are designed on the upper surfaces of the inner shell plate 35 and the outer shell plate 36.
As shown in fig. 6, which is a schematic structural diagram of the inner shell plate 35, in this embodiment, the inner shell plate 35 and the outer shell plate 36 are both the same in shape and size and both have a rectangular structure. The first reference lines 100, that is, four first reference lines 100 in total, are provided at both ends of the inner shell plate 35 in the longitudinal direction and the width direction. As shown in fig. 7, when the block 3 is spliced, the inner shell plate 35 and the outer shell plate 36 are located on two sides, the T-shaped bar 31, the section steel 32, the transverse partition plate 33 and the longitudinal partition plate 34 are arranged between the inner shell plate 35 and the outer shell plate 36 in a crossing manner, and four first reference lines 100 are used as installation references of the spliced block 3. Meanwhile, two second reference lines 200 perpendicular to each other are designed on the upper surfaces of the inner shell plate 35 and the outer shell plate 36. It will be appreciated that the first datum line 100 will be disabled after the blocks 3 are spliced, and the blocks 3 will need to be pre-assembled and the like in the subsequent steps, and the reference needs to be made through the second datum line 200 until finally the pipe joint 1 is closed. As for the drawn positions of the two perpendicular second reference lines 200, there is no limitation here, and they may be adaptively selected according to the sizes and shapes of the inner skin 35 and the outer skin 36.
Optionally, after step S1, the method further includes:
and S14, feeding back the information of the first reference line 100 and the second reference line 200 to a blanking command of the cutting machine, and drawing the first reference line 100 and the second reference line 200 through numerical control powder spraying of the cutting machine at the blanking stage of the T-shaped section 31, the section steel 32, the transverse partition plate 33, the longitudinal partition plate 34, the inner shell plate 35 and the outer shell plate 36. It can be understood that after the datum line design of the parts is completed, the datum line is drawn on the parts through the numerical control powder spraying function of the cutting machine in the blanking stage, secondary clamping of the parts caused by line drawing after blanking is completed is avoided, operation steps are simplified, accuracy and reliability of line drawing can be guaranteed through numerical control powder spraying, and splicing accuracy control is further guaranteed. In other embodiments, the line may be drawn by other methods.
Optionally, as shown in fig. 2, the step S2 specifically includes S21:
s21, aligning the first reference line 100 according to the installation position when splicing the plurality of T-shaped bars 31, the plurality of steel shapes 32, the plurality of transverse partition plates 33, the plurality of longitudinal partition plates 34, and the one inner skin plate 35 and the one outer skin plate 36 into the block body 3 according to the first reference line 100. It can be understood that, when the parts are spliced, as datum lines are already designed for each part, only the first datum lines 100 of each part need to be aligned, in the splicing process, a measuring instrument is not needed to be used for measuring and positioning among the parts, the operation is simple and convenient, and meanwhile, the influence of the measurement error in the measuring process on the splicing can be reduced.
S3, pre-grouping the four block bodies 3 into small sections 2 according to a second reference line 200;
optionally, the step S3 specifically includes S31:
and S31, aligning the second reference lines 200 of two adjacent blocks 3 in the four blocks 3, and pre-grouping the blocks into the small section 2.
As shown in fig. 8, a small segment 2 includes four blocks 3, which are a bottom plate block, a middle wall block, a side wall block and a top plate block, wherein the bottom plate block and the top plate block are arranged at intervals in the vertical direction, and the remaining two blocks 3 are located at two ends, and are finally pre-assembled into a small segment 2 structure with a hollow interior. In this embodiment, the bottom plate block and the top plate block of the small segment 2 have the same shape and size, and the remaining two blocks 3 are different, but the four blocks 3 are all spliced by the most basic part unit of the steel shell structure according to the first reference line 100. Because the first reference lines 100 are aligned when the parts are spliced into the block bodies 3, most of the first reference lines 100 of the parts on the spliced block bodies 3 are shielded, and at this time, when the four block bodies 3 are pre-assembled into the small segment 2, the second reference lines 200 of the block bodies 3 need to be aligned as references for pre-assembly. Firstly, taking a bottom plate block as a positioning reference block, turning over a side wall block to be normal, positioning the side wall block through a second reference line 200, and welding a butt joint of the bottom plate block and the side wall block; then hoisting the middle wall block, positioning the middle wall block and the bottom plate block by a second datum line 200, and welding the butt joint; and finally, hoisting the top plate block to the upper side, and respectively welding the top plate block with the middle wall block and the side wall block after the top plate block is positioned through the second reference line 200 to complete the pre-assembly of the small segment 2.
And S4, folding the small segments 2 into the pipe joint 1 according to the second reference line 100.
Optionally, the step S4 further includes S41:
and S41, aligning or spacing the second reference lines 200 of the small segments 2 by a preset distance, and folding the small segments into the pipe joint 1.
As shown in fig. 8 and 9, when the plurality of small segments 2 are folded, one of the second reference lines 200 is aligned with each other, and the other second reference lines 200 are parallel and spaced, so that the spacing distance can be adjusted adaptively as required. In this embodiment, in order to ensure the effect of folding the plurality of small segments 2, height reference lines 300 are further provided at the height positions of 3.3m of the middle wall block and the side wall block of the small segments 2, and when the plurality of small segments 2 are folded, the height reference lines 300 of the small segments 2 are also aligned, so that the precision of assembling the pipe joint 1 is further ensured. In other embodiments, the position of the height reference line 300 may also be adaptively adjusted.
The embodiment also provides a steel shell pipe joint of the immersed tunnel, which is manufactured by adopting the manufacturing method of the steel shell pipe joint of the immersed tunnel. As shown in fig. 10, the length of the steel shell pipe section of the immersed tunnel is 165m, the width is 46m, the height is 10.6m, and the immersed tunnel is divided into 11 small sections 2 with the length of 15m in the length direction, and then the width direction is divided into 22 small sections 2 according to the principle of left-right substantially symmetrical division. Specifically, when the small sections 2 are divided, the scale of the small sections 2 is divided as large as possible so as to reduce the hoisting times of the overall assembly of the platform lines on the small sections 2 and improve the overall assembly efficiency; meanwhile, the principle of convenient manufacture is considered, and the front and the back of the small segment 2 are divided into the same structural form. In other embodiments, the size of the steel shell pipe section of the immersed tunnel can be adjusted adaptively, and the number of the divided small sections 2 can be increased or decreased appropriately.
It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.

Claims (10)

1. The manufacturing method of the steel shell pipe joint of the immersed tunnel is characterized in that the pipe joint (1) comprises a plurality of small sections (2), each small section (2) comprises four block bodies (3), and each block body (3) comprises a T-shaped section (31), a section steel (32), a transverse partition plate (33), a longitudinal partition plate (34), an inner shell plate (35) and an outer shell plate (36); the manufacturing method of the immersed tunnel steel shell pipe joint comprises the following steps:
s1, designing a first reference line (100) for the T-shaped section (31), the section steel (32), the transverse partition plate (33) and the longitudinal partition plate (34), and designing the first reference line (100) and a second reference line (200) for the inner shell plate (35) and the outer shell plate (36);
s2, splicing a plurality of T-shaped bars (31), a plurality of section steels (32), a plurality of transverse partition plates (33), a plurality of longitudinal partition plates (34), an inner shell plate (35) and an outer shell plate (36) into the block body (3) according to the first reference line (100);
s3, pre-grouping four blocks (3) into the small segments (2) according to the second reference line (200);
and S4, folding the small segments (2) into the pipe joint (1) according to the second reference line (200).
2. The method for manufacturing the steel shell tube section of the immersed tunnel according to claim 1, wherein the step S1 specifically comprises the steps of S11:
s11, designing the first reference line (100) at both ends of the T-shaped section (31) and the section steel (32) in the length direction.
3. The method for manufacturing the steel shell tube section of the immersed tunnel according to claim 2, wherein the step S1 further comprises the steps of S12:
s12, designing the first reference line (100) at both ends of the transverse partition plate (33) and the longitudinal partition plate (34) in the length direction and both ends of the transverse partition plate in the width direction.
4. The method for manufacturing the steel shell tube section of the immersed tunnel according to claim 3, wherein the step S1 further comprises the steps of S13:
s13, the first reference line (100) is designed at both ends of the inner shell plate (35) and the outer shell plate (36) in the length direction and both ends of the outer shell plate in the width direction.
5. The method for manufacturing the steel shell pipe section of the immersed tunnel according to claim 4, wherein the step S13 further comprises: two second reference lines (200) which are perpendicular to each other are designed on the upper surfaces of the inner shell plate (35) and the outer shell plate (36).
6. The method for manufacturing the steel shell tube section of the immersed tunnel according to claim 4, wherein the step S2 specifically comprises the steps of S21:
s21, when the T-shaped sections (31), the section steels (32), the transverse partition plates (33), the longitudinal partition plates (34), the inner shell plate (35) and the outer shell plate (36) are spliced into the block body (3) according to the first reference line (100), the first reference line (100) is aligned according to the installation position.
7. The method for manufacturing the steel shell tube section of the immersed tunnel according to claim 5, wherein the step S3 specifically comprises the steps of S31:
and S31, aligning the second reference lines (200) of two adjacent blocks (3) in the four blocks (3) and pre-grouping the blocks into the small segments (2).
8. The method for manufacturing the steel shell pipe section of the immersed tunnel according to any one of claims 1 to 7, wherein the step S4 specifically comprises the steps of S41:
and S41, aligning or spacing the second reference lines (200) of the small segments (2) by a preset distance, and folding the small segments into the pipe joint (1).
9. The method for manufacturing the steel shell pipe section of the immersed tunnel according to any one of claims 1 to 8, wherein the step S1 is followed by:
and S14, feeding back the information of the first datum line (100) and the second datum line (200) in a blanking instruction of a cutting machine, and spraying and drawing the first datum line (100) and the second datum line (200) through numerical control powder spraying of the cutting machine in the blanking stage of the T-shaped section (31), the section steel (32), the transverse partition plate (33), the longitudinal partition plate (34), the inner shell plate (35) and the outer shell plate (36).
10. A steel shell pipe section of a immersed tunnel, which is characterized by being manufactured by the manufacturing method of the steel shell pipe section of the immersed tunnel according to any one of claims 1 to 9.
CN202010901313.XA 2020-08-31 2020-08-31 Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint Pending CN112064680A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010901313.XA CN112064680A (en) 2020-08-31 2020-08-31 Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010901313.XA CN112064680A (en) 2020-08-31 2020-08-31 Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint

Publications (1)

Publication Number Publication Date
CN112064680A true CN112064680A (en) 2020-12-11

Family

ID=73666369

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010901313.XA Pending CN112064680A (en) 2020-08-31 2020-08-31 Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint

Country Status (1)

Country Link
CN (1) CN112064680A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541480A (en) * 2022-04-28 2022-05-27 中交第一航务工程局有限公司 Steel shell immersed tube assembly precision inspection method and system

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1082062A (en) * 1996-09-10 1998-03-31 Kumagai Gumi Co Ltd Immersion device of immersed tube
CN102561395A (en) * 2012-03-05 2012-07-11 同济大学 Three-dimensional fine modeling method oriented to immersed tube tunnel seismic design
CN105672357A (en) * 2015-12-31 2016-06-15 中交第一航务工程局有限公司 Pipe joint installation and positioning control system and method
CN205530349U (en) * 2016-01-27 2016-08-31 中交公路规划设计院有限公司 Immersed tube is tube coupling box hat concrete integrated configuration for tunnel
CN206521768U (en) * 2016-12-27 2017-09-26 广东工业大学 A kind of shear connector in the double-deck box hat concrete combined structure of immersed tube tunnel
CN105544608B (en) * 2016-01-27 2018-12-11 中交公路规划设计院有限公司 Immersed tube tunnel tube coupling steel-shelled concrete composite structure and its manufacturing method
CN109457728A (en) * 2018-11-16 2019-03-12 河北工程大学 A kind of steel reinforced concrete pipe gallery quickly builds construction method
CN209760300U (en) * 2019-01-08 2019-12-10 广东工业大学 Steel shell pre-member of double-steel shell concrete immersed tube tunnel

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1082062A (en) * 1996-09-10 1998-03-31 Kumagai Gumi Co Ltd Immersion device of immersed tube
CN102561395A (en) * 2012-03-05 2012-07-11 同济大学 Three-dimensional fine modeling method oriented to immersed tube tunnel seismic design
CN105672357A (en) * 2015-12-31 2016-06-15 中交第一航务工程局有限公司 Pipe joint installation and positioning control system and method
CN205530349U (en) * 2016-01-27 2016-08-31 中交公路规划设计院有限公司 Immersed tube is tube coupling box hat concrete integrated configuration for tunnel
CN105544608B (en) * 2016-01-27 2018-12-11 中交公路规划设计院有限公司 Immersed tube tunnel tube coupling steel-shelled concrete composite structure and its manufacturing method
CN206521768U (en) * 2016-12-27 2017-09-26 广东工业大学 A kind of shear connector in the double-deck box hat concrete combined structure of immersed tube tunnel
CN109457728A (en) * 2018-11-16 2019-03-12 河北工程大学 A kind of steel reinforced concrete pipe gallery quickly builds construction method
CN209760300U (en) * 2019-01-08 2019-12-10 广东工业大学 Steel shell pre-member of double-steel shell concrete immersed tube tunnel

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
周军红等: "大跨径全栓接斜拉桥制作技术", 《焊接技术》 *
张大涌主编: "《先进制造技术》", 29 February 2000, 机械工业出版社 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541480A (en) * 2022-04-28 2022-05-27 中交第一航务工程局有限公司 Steel shell immersed tube assembly precision inspection method and system

Similar Documents

Publication Publication Date Title
CN105729063B (en) A kind of box external node chord member preparation method of double anchors
CN103523169B (en) A kind of Double-casing boats and ships manufacture method
CN105040567B (en) Interchange steel bridge and manufacture method thereof
CN105383642A (en) Vertical guide rail mounting and welding method
CN112064680A (en) Manufacturing method of immersed tunnel steel shell pipe joint and immersed tunnel steel shell pipe joint
CN106627990A (en) Cargo hold segment corrugated wall and reinforcing plate centering installation and precision control method
CN102059520B (en) Method for manufacturing twisted case
CN107214399A (en) A kind of steel cylinder Slab element board-splicing process
US20150211835A1 (en) Method for compensating measurement errors due to thermally induced structural deformations in a coordinate measurement machine
CN111974960A (en) Integral installation method for replacing guide rail of segmented fan-shaped section of continuous casting machine
CN112157365B (en) Method for assembling inner and outer arc frames of slab continuous casting fan-shaped section
CN110185479B (en) Tunnel secondary lining circumferential steel bar positioning control device and use method thereof
CN115401424A (en) Plate unit manufacturing process
CN112459465B (en) Template combination and template combination construction method
CN112550603B (en) Two-phase stainless steel longitudinal bulkhead sectional manufacturing process
CN110920828A (en) Method for assembling and inspecting groove type structures on two sides of straight broadside section
CN219527340U (en) Sliding locking type arch rib installation fixer
CN220335699U (en) Left-right integral pier stud reinforcement pre-buried positioning jig frame
CN219276192U (en) Quick positioning tool for double-support embedded steel plates of oblique precast box girder
JPH05319363A (en) Large unit assembly method
CN209867800U (en) Cable groove machining platform for scraper conveyor
CN206047450U (en) A kind of car floor lower tray welding tooling with location dimension hole
CN116161194A (en) LNG ship cargo tank bilge section CM node control method
CN209381236U (en) The positioning mechanism and mold clean platform of automobile die
JP2017144456A (en) Vertical stiffener welder for bridge girder and welding method using the same

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20201211

RJ01 Rejection of invention patent application after publication