WO2024051284A1 - Tube joint steel plate concrete combined structure for immersed tube tunnel, and method for manufacturing tube joint steel plate concrete combined structure - Google Patents

Tube joint steel plate concrete combined structure for immersed tube tunnel, and method for manufacturing tube joint steel plate concrete combined structure Download PDF

Info

Publication number
WO2024051284A1
WO2024051284A1 PCT/CN2023/102616 CN2023102616W WO2024051284A1 WO 2024051284 A1 WO2024051284 A1 WO 2024051284A1 CN 2023102616 W CN2023102616 W CN 2023102616W WO 2024051284 A1 WO2024051284 A1 WO 2024051284A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel
steel plate
concrete
bars
immersed tube
Prior art date
Application number
PCT/CN2023/102616
Other languages
French (fr)
Chinese (zh)
Inventor
徐国平
刘明虎
王勇
许昱
任耀谱
张海佳
Original Assignee
中交公路规划设计院有限公司
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 中交公路规划设计院有限公司 filed Critical 中交公路规划设计院有限公司
Publication of WO2024051284A1 publication Critical patent/WO2024051284A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/063—Tunnels submerged into, or built in, open water
    • E02D29/07—Tunnels or shuttering therefor preconstructed as a whole or continuously made, and moved into place on the water-bed, e.g. into a preformed trench
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy

Definitions

  • the invention relates to the technical field of immersed tube tunnels, and in particular to a tube-section steel plate concrete composite structure for immersed tube tunnels and a manufacturing method thereof.
  • the structural form of the main structure of the pipe joints for immersed tube tunnels that have been built in China generally adopts reinforced concrete structures or steel shell concrete composite structures.
  • the manufacturing steps of the reinforced concrete structure include: erecting formwork, tying the steel frame and pouring concrete. After the concrete is condensed, it forms an overall stress-bearing structure with the steel frame. Under ordinary construction conditions, immersed tube sections in concrete structures have the characteristics of convenient construction, mature technology, and good project economy.
  • the manufacturing steps of the steel shell concrete structure include: closing the outer steel shell (cavity form), transverse and longitudinal stiffening ribs, transverse and longitudinal steel partitions or steel trusses and filling the concrete in the steel shell.
  • the steel shell concrete structure can improve the strength, stiffness, waterproofness, durability and other properties of the pipe section structure. It can be used in projects with high water pressure, large burial depth, large span, high waterproofness, high durability or other special requirements. Immersed tube section structure.
  • the reinforced concrete structure requires too much steel, making it extremely difficult or even impossible to pour concrete.
  • the steel shell-concrete composite structure uses a fully enclosed steel shell (cavity form)
  • the roof is difficult to pour, and it is easy to form voids, which reduces the load-bearing capacity of the structure, and the concrete must be specially prepared self-compacting concrete, which is expensive.
  • the invention provides a tube-section steel plate-concrete composite structure for an immersed tube tunnel and a manufacturing method thereof, to solve the defects of difficult pouring caused by the use of reinforced concrete structures or steel-shell concrete composite structures in the prior art.
  • the invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which includes: a roof structure; The outer wall structure, the middle wall structure and the bottom plate structure are surrounded by the roof structure, the outer wall structure and the bottom plate structure to form a pipe section structure;
  • the roof structure has an open portion, and the roof structure includes a steel plate component, a connector and a steel bar.
  • the steel bar is connected to the steel plate component through the connector to form a skeleton structure.
  • the skeleton structure is poured with concrete;
  • the outer wall structure, the middle wall structure and the floor structure all include a closed outer steel shell, and concrete is poured into the closed outer steel shell.
  • the steel plate assembly includes:
  • a plurality of first stiffening ribs, the first stiffening ribs are fixed on the steel plate;
  • a plurality of second stiffening ribs are fixed on the steel plate and intersected with the first stiffening ribs.
  • the first stiffening rib and the second stiffening rib form a through hole to allow the concrete to pass through.
  • the first stiffening ribs include flat stiffening ribs and/or T-shaped stiffening ribs
  • the second stiffening ribs include flat stiffening ribs and/or T-shaped stiffening ribs. Stiffening ribs.
  • the steel bars include:
  • a plurality of first steel bars, the first steel bars are connected to the steel plate assembly through connectors;
  • a plurality of second steel bars are cross-fixed with the first steel bars.
  • the steel bars further include: a plurality of third steel bars, the third steel bars are fixed in parallel with the first steel bars, and the third steel bars Disposed on the side of the second steel bar away from the first steel bar.
  • the connector includes stirrups and/or tie bars, and one end of the stirrups and/or tie bars is connected to the steel plate assembly. , the other end of the stirrup and/or the tie bar is connected to the steel bar.
  • the present invention also provides a method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel, which is a method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel provided by the invention, which includes:
  • the S2 specifically includes:
  • the steel plate components, the connectors and the steel bars are all prefabricated in the factory.
  • the invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which is composed of a roof structure, an outer wall structure, a middle wall structure and a bottom plate structure.
  • the roof structure adopts a steel plate-reinforced concrete structure, the outer wall structure, the middle wall structure and the bottom plate structure.
  • the wall structure and floor structure adopt a steel shell concrete structure, which can not only meet the overall strength, stiffness, waterproofness and durability of the pipe section structure, but also improve the convenience of pipe section concrete pouring construction through the open working conditions of the roof structure. , to ensure the construction quality, and at the same time, ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost.
  • the structure and construction method are suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used under various other conditions. immersed tube tunnel.
  • Figure 1 is a cross-sectional structural diagram of the pipe section steel plate concrete composite structure for the immersed tube tunnel provided by the present invention
  • FIG. 2 is a partial schematic diagram of A of the roof structure in Figure 1;
  • FIG. 3 is a front view of the T-shaped stiffener provided by the present invention.
  • FIG. 4 is a left view of the T-shaped stiffener provided by the present invention.
  • Figure 5 is a front view of the flat stiffener provided by the present invention.
  • Figure 6 is a flow chart of the manufacturing method of the pipe section steel plate concrete composite structure for the immersed tube tunnel provided by the present invention.
  • the pipe section steel plate concrete composite structure for the immersed tube tunnel includes: a roof structure 10, an exterior wall structure 20, a middle wall structure 40 and a bottom plate structure 30.
  • the roof structure 10, the exterior wall structure 20, the middle wall structure 40 and the bottom plate structure 30 are surrounded by Form a tube structure.
  • the exterior wall structure 20, the middle wall structure 40 and the floor structure 30 all include a closed outer steel shell, which serves as the outer shell. Concrete is poured into the interior of the closed outer steel shell through the injection hole 21, thereby forming the exterior wall structure 20 and the floor structure. 30. That is, the above-mentioned exterior wall structure 20 and floor structure 30 both adopt steel shell concrete structures.
  • the roof structure 10 includes steel plate components, connectors and steel bars.
  • the steel bars are connected to the steel plate components through connectors to form a skeleton structure, and concrete is poured into the skeleton structure through the open part.
  • the steel plate components in the example generally use steel plates 11 as the main support structure, that is, the roof structure 10 adopts a steel plate-reinforced concrete structure.
  • the steel plate components, connectors and steel bars form a skeleton structure, and then concrete is used for pouring.
  • the roof structure 10 in this embodiment adopts a steel plate-reinforced concrete structure, which can directly pour concrete in the open area of the skeleton structure composed of the steel plate 11, connectors and steel bars, which improves the convenience of pouring.
  • roof structure 10 exterior wall structure 20, middle wall structure 40 and floor structure 30 are all made of ordinary concrete without using specially prepared self-compacting concrete, which greatly saves the cost.
  • the invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which is composed of a roof structure 10, an exterior wall structure 20, a middle wall structure 40 and a bottom plate structure 30, wherein the roof structure 10 adopts a steel plate-reinforced concrete structure.
  • the outer wall structure 20, the mid-wall structure 40 and the floor structure 30 adopt a steel shell concrete structure, which can meet the overall strength, stiffness, waterproofness and durability of the pipe section structure, and at the same time, through the open working conditions of the roof structure 10.
  • ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost.
  • This structure is suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used Apply to other immersed tube tunnels under various conditions.
  • the steel plate assembly includes: a steel plate 11 , a plurality of first stiffening ribs 12 and a plurality of second stiffening ribs 13 .
  • the steel plate 11 serves as the main body of the steel plate assembly, and the first stiffening rib 12 and the second stiffening rib 13 are welded to the steel plate 11 .
  • the steel plates 11 are spliced together to form a cavity with an open part, and the steel bars are arranged at the open part; the first stiffening rib 12 is fixed on the steel plate 11; the second stiffening rib 13 is fixed on the steel plate 11, and is connected with the first stiffening rib 12.
  • the stiffening ribs 12 are arranged crosswise.
  • the first stiffening rib 12 is arranged transversely
  • the second stiffening rib 13 is arranged longitudinally, and the two are cross-fixed on the steel plate 11 to improve the strength.
  • the first stiffening rib 12 and the second stiffening rib 13 form a through hole 18 to allow concrete to pass through.
  • the first stiffening rib 12 includes a flat stiffening rib and/or a T-shaped stiffening rib
  • the second stiffening rib 13 includes a flat stiffening rib and/or a T-shaped stiffening rib.
  • Stiffeners In this embodiment, the first stiffening rib 12 and the second stiffening rib 13 can be flat stiffening ribs or T-shaped stiffening ribs, as shown in Figure 2.
  • the transverse stiffening rib ie the first stiffening rib 12
  • the stiffening rib i.e. the second stiffening rib 13
  • the steel bars include: a plurality of first steel bars 14 and a plurality of second steel bars 15 .
  • the first steel bar 14 is connected to the steel plate 11 of the steel plate assembly through a connecting piece; the second steel bar 15 is cross-fixed with the first steel bar 14 .
  • the first steel bars 14 are arranged transversely, the second steel bars 15 are arranged longitudinally, and the two are arranged crosswise to form a mesh-shaped steel bar structure.
  • the steel bars also include: a plurality of third steel bars 16 , the third steel bars 16 are fixed in parallel with the first steel bars 14 , and the third steel bars 16 are arranged on the second steel bars 15 away from the first steel bars 14 one side.
  • the third steel bar 16 is parallel to the first steel bar 14, the first steel bar 14 is located above the second steel bar 15, and the third steel bar 16 is located below the second steel bar 15.
  • the first steel bar 14 and the second steel bar 15 are The steel bar 15 and the third steel bar 16 are integrated by welding or bundling, and are connected to the steel plate 11 through connectors.
  • the connector includes stirrups 17 and/or tie bars.
  • One end of the stirrups 17 and/or tie bars is connected to the steel plate assembly, and the other end of the stirrups 17 and/or tie bars is connected to the steel bar. connect.
  • the connectors may be stirrups 17 or tie bars, and the steel bars are fixed above the steel plate 11 through the stirrups 17 and/or tie bars. It can be understood that the stirrups 17 and/or tie bars are perpendicular to Steel plate 11 set.
  • the present invention also provides a method for manufacturing a tube-section steel plate concrete composite structure for an immersed tube tunnel, which is the method for manufacturing a tube-section steel plate concrete composite structure for an immersed tube tunnel in the above embodiment, and the steps include :
  • the invention provides a method for manufacturing a tube-section steel plate-concrete composite structure for an immersed tube tunnel.
  • Different manufacturing methods are used for the roof structure 10, the exterior wall structure 20, and the bottom plate structure 30.
  • the roof structure 10 adopts a steel plate-reinforced concrete structure. , concrete is poured from the top open part; the exterior wall structure 20 and the floor structure 30 adopt a steel shell concrete structure, and concrete is poured from the injection hole 21 of the steel shell.
  • the manufacturing method of the pipe section steel plate composite structure for the immersed tube tunnel provided by this embodiment can satisfy the overall strength, stiffness, waterproofness, and durability of the pipe section structure, and at the same time improve the pipe structure through the open working conditions of the roof structure 10.
  • the convenience of concrete pouring construction ensures the construction quality.
  • ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost.
  • This structure is suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used in other applications. Immersed tube tunnels under various conditions.
  • S2 specifically includes:
  • S22 Splice the steel plate 11 structures of multiple segments to form the overall steel plate 11 structure of the pipe section. Install the first steel bar 14, the second steel bar 15 and the third steel bar 16 at the open part of the chamber. Connect the first steel bar 14 and the third steel bar 16. The second steel bar 15 and the third steel bar 16 are tied together, and stirrups 17 and/or tie bars are used to connect the first steel bar 14, the second steel bar 15 and the third steel bar 16 to the steel plate 11;
  • the production of the roof structure 10 is divided into four steps, namely steel plate 11 production, steel bar production, steel plate 11-reinforcement bar connection and concrete pouring.
  • the steel plate 11 serves as the bottom of the roof structure 10 and is mainly the stress-bearing member in the tension area and the concrete pouring bottom form.
  • Stiffening ribs are installed on the steel plate 11 to improve its transverse and longitudinal structural strength and stiffness; the steel bars are bundled transversely and longitudinally to form a double
  • the mesh steel structure of the layer structure is evenly stressed; stirrups 17 and/or tie bars are used to connect the steel plate 11 and the steel bars.
  • stirrups 17 play the role of connecting the steel plate 11 and the top steel bars, and bear the top plate
  • the vertical shear force of the section, the lower end of the stirrup 17 is welded to the steel plate 11, and it also serves as a shear connector at the interface between the bottom steel plate 11 and the concrete, improving the connection stability between the two; finally, concrete is poured over it to form a steel plate-reinforced concrete structure. .
  • the steel plate components, connectors and steel bars are all prefabricated in the factory and can be spliced on site. Concrete is poured after the splicing is completed.
  • the prefabricated structural components facilitate transportation and on-site construction.
  • all steel materials are made of high-performance steel (i.e., Q355 steel and above); as a preference, the internal filling concrete is made of high-grade concrete (C40 concrete and above); preferably, the thickness of the steel plate 11 is between 12 mm and 30 mm depending on the location, including a certain corrosion thickness reserved.

Abstract

The present invention relates to the technical field of immersed tube tunnels, and provides a tube joint steel plate concrete combined structure for an immersed tube tunnel, and a method for manufacturing the tube joint steel plate concrete combined structure. The combined structure comprises a top plate structure, an outer wall structure, a middle wall structure, and a bottom plate structure, wherein the top plate structure has an opening portion, and comprises a steel plate assembly, connecting elements and steel bars, the steel bars being connected to the steel plate assembly by means of the connecting elements to form a framework structure, and concrete being poured into the framework structure through the opening portion; and each of the outer wall structure, the middle wall structure and the bottom plate structure comprises a closed steel-clad steel shell, and concrete is poured into the closed steel-clad steel shells. According to the present invention, the overall strength, rigidity, waterproofness and durability of the tube joint structure can be met, the convenience of pouring construction on tube joint concrete is improved by means of the opening type operation condition of the top plate structure, and the construction quality is guaranteed; moreover, common concrete can be used, such that the manufacturing cost is greatly saved on. The structure and the construction method are suitable for underwater floating state pouring construction of immersed tube tunnels, and can also be applied to immersed tube tunnels under various conditions.

Description

沉管隧道用管节钢板混凝土组合结构及其制造方法Pipe section steel plate concrete composite structure for immersed tube tunnel and manufacturing method thereof 技术领域Technical field
本发明涉及沉管隧道技术领域，尤其涉及一种沉管隧道用管节钢板混凝土组合结构及其制造方法。The invention relates to the technical field of immersed tube tunnels, and in particular to a tube-section steel plate concrete composite structure for immersed tube tunnels and a manufacturing method thereof.
背景技术Background technique
目前，国内已建成的沉管隧道用管节主体结构的构造形式一般采用钢筋混凝土结构或钢壳混凝土组合结构。At present, the structural form of the main structure of the pipe joints for immersed tube tunnels that have been built in China generally adopts reinforced concrete structures or steel shell concrete composite structures.
钢筋混凝土结构的制作步骤包括：通过架设模板、绑扎钢筋骨架和浇筑混凝土，混凝土冷凝后与钢筋骨架形成整体受力结构。普通建设条件下混凝土结构沉管管节具有施工便利、技术成熟、工程经济性好等特点。The manufacturing steps of the reinforced concrete structure include: erecting formwork, tying the steel frame and pouring concrete. After the concrete is condensed, it forms an overall stress-bearing structure with the steel frame. Under ordinary construction conditions, immersed tube sections in concrete structures have the characteristics of convenient construction, mature technology, and good project economy.
钢壳混凝土结构的制作步骤包括：通过封闭外包钢壳(腔体形式)、横纵向加劲肋板、横纵向钢隔板或钢桁架及充填于钢壳中的混凝土。钢壳混凝土结构能够提高管节结构的强度、刚度、防水性、耐久性等多种性能，可用于高水压、大埋深、大跨度、高防水性、高耐久性或其他特殊要求下的沉管管节结构。The manufacturing steps of the steel shell concrete structure include: closing the outer steel shell (cavity form), transverse and longitudinal stiffening ribs, transverse and longitudinal steel partitions or steel trusses and filling the concrete in the steel shell. The steel shell concrete structure can improve the strength, stiffness, waterproofness, durability and other properties of the pipe section structure. It can be used in projects with high water pressure, large burial depth, large span, high waterproofness, high durability or other special requirements. Immersed tube section structure.
当沉管隧道遇到高水压、大埋深、大跨度、高防水、高耐久性及其他特殊要求时，钢筋混凝土结构由于所需配置的钢筋过多而导致浇筑混凝土极为困难、甚至无法浇筑，而钢壳混凝土组合结构采用全封闭钢壳(腔体形式)，对于顶板，浇筑较困难，易形成脱空，降低结构的承载能力，且混凝土必须采用特殊配制的自密实混凝土，造价昂贵。而且，当隧道建设缺乏干坞或预制场建设场地或者建设干坞的经济性很差时，要求管节钢壳采用水中浮式浇筑混凝土时，顶板的封闭结构十分不利于浇筑质量的控制和工期保障。When an immersed tube tunnel encounters high water pressure, large burial depth, large span, high waterproofing, high durability and other special requirements, the reinforced concrete structure requires too much steel, making it extremely difficult or even impossible to pour concrete. , while the steel shell-concrete composite structure uses a fully enclosed steel shell (cavity form), the roof is difficult to pour, and it is easy to form voids, which reduces the load-bearing capacity of the structure, and the concrete must be specially prepared self-compacting concrete, which is expensive. Moreover, when there is a lack of dry dock or prefabricated yard construction space for tunnel construction or the economics of building a dry dock is very poor, and the pipe section steel shell is required to be floated in water to pour concrete, the closed structure of the roof is very detrimental to the control of pouring quality and construction period. Assure.
发明内容Contents of the invention
本发明提供一种沉管隧道用管节钢板混凝土组合结构及其制造方法，用以解决现有技术中采用钢筋混凝土结构或钢壳混凝土组合结构导致的浇注困难的缺陷。The invention provides a tube-section steel plate-concrete composite structure for an immersed tube tunnel and a manufacturing method thereof, to solve the defects of difficult pouring caused by the use of reinforced concrete structures or steel-shell concrete composite structures in the prior art.
本发明提供一种沉管隧道用管节钢板混凝土组合结构，包括：顶板结构、 外墙结构、中墙结构和底板结构，所述顶板结构、所述外墙结构和所述底板结构围设形成管节结构；The invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which includes: a roof structure; The outer wall structure, the middle wall structure and the bottom plate structure are surrounded by the roof structure, the outer wall structure and the bottom plate structure to form a pipe section structure;
所述顶板结构具有敞口部，所述顶板结构包括钢板组件、连接件和钢筋，所述钢筋通过所述连接件与所述钢板组件连接并形成骨架结构，通过所述敞口部向所述骨架结构浇注混凝土；The roof structure has an open portion, and the roof structure includes a steel plate component, a connector and a steel bar. The steel bar is connected to the steel plate component through the connector to form a skeleton structure. The skeleton structure is poured with concrete;
所述外墙结构、所述中墙结构和所述底板结构均包括封闭外包钢壳，所述封闭外包钢壳内浇注混凝土。The outer wall structure, the middle wall structure and the floor structure all include a closed outer steel shell, and concrete is poured into the closed outer steel shell.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述钢板组件包括：According to a pipe section steel plate concrete composite structure for an immersed tube tunnel provided by the present invention, the steel plate assembly includes:
钢板，所述钢板拼接并形成具有敞口部的腔室，所述钢筋设置于所述敞口部；Steel plates, the steel plates are spliced together to form a chamber with an open part, and the steel bars are arranged on the open part;
多根第一加劲肋，所述第一加劲肋固定于所述钢板上；A plurality of first stiffening ribs, the first stiffening ribs are fixed on the steel plate;
多根第二加劲肋，所述第二加劲肋固定于所述钢板上，且与所述第一加劲肋交叉设置。A plurality of second stiffening ribs are fixed on the steel plate and intersected with the first stiffening ribs.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述第一加劲肋和所述第二加劲肋形成通孔，以使所述混凝土通过。According to the pipe section steel plate concrete composite structure for an immersed tube tunnel provided by the present invention, the first stiffening rib and the second stiffening rib form a through hole to allow the concrete to pass through.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述第一加劲肋包括扁加劲肋和/或T型加劲肋，所述第二加劲肋包括扁加劲肋和/或T型加劲肋。According to a pipe section steel plate composite structure for an immersed tube tunnel provided by the present invention, the first stiffening ribs include flat stiffening ribs and/or T-shaped stiffening ribs, and the second stiffening ribs include flat stiffening ribs and/or T-shaped stiffening ribs. Stiffening ribs.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述钢筋包括：According to a pipe section steel plate composite structure for an immersed tube tunnel provided by the present invention, the steel bars include:
多根第一钢筋，所述第一钢筋通过连接件与所述钢板组件连接；A plurality of first steel bars, the first steel bars are connected to the steel plate assembly through connectors;
多根第二钢筋，所述第二钢筋与所述第一钢筋交叉固定。A plurality of second steel bars are cross-fixed with the first steel bars.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述钢筋还包括：多根第三钢筋，所述第三钢筋与所述第一钢筋平行固定，且所述第三钢筋设置于所述第二钢筋远离所述第一钢筋的一侧。According to a pipe section steel plate composite structure for an immersed tube tunnel provided by the present invention, the steel bars further include: a plurality of third steel bars, the third steel bars are fixed in parallel with the first steel bars, and the third steel bars Disposed on the side of the second steel bar away from the first steel bar.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构，所述连接件包括箍筋和/或拉筋，所述箍筋和/或所述拉筋的一端与所述钢板组件连接，所述箍筋和/或所述拉筋的另一端与所述钢筋连接。 According to a pipe section steel plate composite structure for an immersed tube tunnel provided by the present invention, the connector includes stirrups and/or tie bars, and one end of the stirrups and/or tie bars is connected to the steel plate assembly. , the other end of the stirrup and/or the tie bar is connected to the steel bar.
本发明还提供一种沉管隧道用管节钢板混凝土组合结构的制作方法，其是针对本发明提供的沉管隧道用管节钢板混凝土组合结构的制作方法，其包括：The present invention also provides a method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel, which is a method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel provided by the invention, which includes:
S1、划分节段，加工并安装每个所述节段的顶板结构的钢板组件；S1. Divide segments, process and install the steel plate components of the roof structure of each segment;
S2、将钢板组件、连接件和钢筋连接组成骨架结构；S2. Connect steel plate components, connectors and steel bars to form a skeleton structure;
S3、于底板结构的封闭外包钢壳内浇注混凝土；S3. Concrete is poured into the closed outer steel shell of the bottom plate structure;
S4、通过顶板结构的敞口部向所述骨架结构及外墙结构和中墙结构浇注混凝土。S4. Pour concrete into the skeleton structure, exterior wall structure and mid-wall structure through the open part of the roof structure.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构的制作方法，所述S2具体包括：According to a method for manufacturing a pipe section steel plate composite structure for an immersed tube tunnel provided by the present invention, the S2 specifically includes:
S21、将第一加劲肋和第二加劲肋与钢板进行焊接，所述钢板拼接形成具有敞口部的腔室；S21. Weld the first stiffening rib and the second stiffening rib to the steel plate, and the steel plates are spliced to form a cavity with an open portion;
S22、在所述腔室的敞口部安装第一钢筋、第二钢筋和第三钢筋，将所述第一钢筋、所述第二钢筋和所述第三钢筋捆扎起来，并利用箍筋和/或拉筋将所述第一钢筋、所述第二钢筋和所述第三钢筋与钢板连接起来；S22. Install the first steel bar, the second steel bar and the third steel bar in the open part of the chamber, bundle the first steel bar, the second steel bar and the third steel bar, and use stirrups and /or tie bars connect the first steel bar, the second steel bar and the third steel bar to the steel plate;
S23、通过所述敞口部向所述腔室中充填混凝土，并进行振捣。S23. Fill the chamber with concrete through the open part and vibrate.
根据本发明提供的一种沉管隧道用管节钢板混凝土组合结构的制作方法，所述钢板组件、所述连接件和所述钢筋均为工厂预制完成。According to the manufacturing method of the pipe section steel plate concrete composite structure for an immersed tube tunnel provided by the present invention, the steel plate components, the connectors and the steel bars are all prefabricated in the factory.
本发明提供的一种沉管隧道用管节钢板混凝土组合结构，其由顶板结构、外墙结构、中墙结构和底板结构构成，其中顶板结构采用了钢板-钢筋混凝土结构，外墙结构、中墙结构和底板结构采用了钢壳混凝土结构，能够在满足管节结构的整体强度、刚度、防水性、耐久性的同时，通过顶板结构敞口式作业条件以提高管节混凝土浇筑施工的便利性，保证施工质量，同时可采用普通混凝土而无需采用特殊配制的自密实混凝土，大大节省了造价，该结构和施工方法适用于水下浮态浇筑施工的沉管隧道，也可应用其它各种条件下的沉管隧道。The invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which is composed of a roof structure, an outer wall structure, a middle wall structure and a bottom plate structure. The roof structure adopts a steel plate-reinforced concrete structure, the outer wall structure, the middle wall structure and the bottom plate structure. The wall structure and floor structure adopt a steel shell concrete structure, which can not only meet the overall strength, stiffness, waterproofness and durability of the pipe section structure, but also improve the convenience of pipe section concrete pouring construction through the open working conditions of the roof structure. , to ensure the construction quality, and at the same time, ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost. The structure and construction method are suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used under various other conditions. immersed tube tunnel.
附图说明Description of the drawings
为了更清楚地说明本发明或现有技术中的技术方案，下面将对实施例或现有技术描述中所需要使用的附图作一简单地介绍，显而易见地，下面描述中的附图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 explain the present invention or the technical solutions in the prior art more clearly, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings in the following description are of the present invention. Some embodiments of the invention, for those of ordinary skill in the art, can be achieved without inventive step. Under the premise of labor, other drawings can also be obtained based on these drawings.
图1是本发明提供的沉管隧道用管节钢板混凝土组合结构的横断面构造图；Figure 1 is a cross-sectional structural diagram of the pipe section steel plate concrete composite structure for the immersed tube tunnel provided by the present invention;
图2是图1中顶板结构的A的局部示意图；Figure 2 is a partial schematic diagram of A of the roof structure in Figure 1;
图3是本发明提供的T形加劲肋的主视图；Figure 3 is a front view of the T-shaped stiffener provided by the present invention;
图4是本发明提供的T形加劲肋的左视图；Figure 4 is a left view of the T-shaped stiffener provided by the present invention;
图5是本发明提供的扁加劲肋的主视图；Figure 5 is a front view of the flat stiffener provided by the present invention;
图6是本发明提供的沉管隧道用管节钢板混凝土组合结构的制作方法的流程图。Figure 6 is a flow chart of the manufacturing method of the pipe section steel plate concrete composite structure for the immersed tube tunnel provided by the present invention.
附图标记：
10：顶板结构；11：钢板；12：第一加劲肋；13：第二加劲肋；14：第一
钢筋；15：第二钢筋；16：第三钢筋；17：箍筋；18：通孔；20：外墙结构；21：注入孔；30：底板结构；40：中墙结构。Reference signs:
10: Roof structure; 11: Steel plate; 12: First stiffener; 13: Second stiffener; 14: First steel bar; 15: Second steel bar; 16: Third steel bar; 17: Stirrups; 18: Through hole ;20: Exterior wall structure; 21: Injection hole; 30: Floor structure; 40: Mid-wall 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，下面将结合本发明中的附图，对本发明中的技术方案进行清楚、完整地描述，显然，所描述的实施例是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。In order to make the purpose, technical solutions and advantages of the present invention more clear, the technical solutions in the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention. , not all examples. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without making creative efforts fall within the scope of protection of the present invention.
下面结合图1-图5描述本发明的一种沉管隧道用管节钢板混凝土组合结构。该沉管隧道用管节钢板混凝土组合结构包括：顶板结构10、外墙结构20、中墙结构40和底板结构30，顶板结构10、外墙结构20、中墙结构40和底板结构30围设形成管节结构。The following describes a tube-section steel plate-concrete composite structure for an immersed tube tunnel according to the present invention with reference to Figures 1-5. The pipe section steel plate concrete composite structure for the immersed tube tunnel includes: a roof structure 10, an exterior wall structure 20, a middle wall structure 40 and a bottom plate structure 30. The roof structure 10, the exterior wall structure 20, the middle wall structure 40 and the bottom plate structure 30 are surrounded by Form a tube structure.
其中，外墙结构20、中墙结构40和底板结构30均包括封闭外包钢壳，其作为外壳，通过注入孔21向封闭外包钢壳内部浇注混凝土，从而形成外墙结构20和底板结构30。即上述的外墙结构20和底板结构30均采用了钢壳混凝土结构。Among them, the exterior wall structure 20, the middle wall structure 40 and the floor structure 30 all include a closed outer steel shell, which serves as the outer shell. Concrete is poured into the interior of the closed outer steel shell through the injection hole 21, thereby forming the exterior wall structure 20 and the floor structure. 30. That is, the above-mentioned exterior wall structure 20 and floor structure 30 both adopt steel shell concrete structures.
顶板结构10包括钢板组件、连接件和钢筋，钢筋通过连接件与钢板组件连接并形成骨架结构，通过敞口部向骨架结构浇注混凝土。具体来说，本实施 例中的钢板组件一般可采用钢板11作为主体支撑结构，即顶板结构10采用的是钢板-钢筋混凝土结构，通过钢板组件、连接件和钢筋组成骨架结构，再利用混凝土进行浇注。本实施例中的顶板结构10采用了钢板-钢筋混凝土结构，其可以直接在钢板11、连接体和钢筋构成的骨架结构的敞口区域浇注混凝土，提高了浇注便利性。The roof structure 10 includes steel plate components, connectors and steel bars. The steel bars are connected to the steel plate components through connectors to form a skeleton structure, and concrete is poured into the skeleton structure through the open part. Specifically, this implementation The steel plate components in the example generally use steel plates 11 as the main support structure, that is, the roof structure 10 adopts a steel plate-reinforced concrete structure. The steel plate components, connectors and steel bars form a skeleton structure, and then concrete is used for pouring. The roof structure 10 in this embodiment adopts a steel plate-reinforced concrete structure, which can directly pour concrete in the open area of the skeleton structure composed of the steel plate 11, connectors and steel bars, which improves the convenience of pouring.
进一步地，上述的顶板结构10、外墙结构20、中墙结构40和底板结构30均采用普通混凝土而无需采用特殊配制的自密实混凝土，大大节省了造价。Furthermore, the above-mentioned roof structure 10, exterior wall structure 20, middle wall structure 40 and floor structure 30 are all made of ordinary concrete without using specially prepared self-compacting concrete, which greatly saves the cost.
本发明提供的一种沉管隧道用管节钢板混凝土组合结构，其由顶板结构10、外墙结构20、中墙结构40和底板结构30构成，其中顶板结构10采用了钢板-钢筋混凝土结构，外墙结构20、中墙结构40和底板结构30采用了钢壳混凝土结构，能够在满足管节结构的整体强度、刚度、防水性、耐久性的同时，通过顶板结构10敞口式作业条件以提高管节混凝土浇筑施工的便利性，保证施工质量，同时可采用普通混凝土而无需采用特殊配制的自密实混凝土，大大节省了造价，该结构适用于水下浮态浇筑施工的沉管隧道，也可应用其它各种条件下的沉管隧道。The invention provides a pipe section steel plate concrete composite structure for an immersed tube tunnel, which is composed of a roof structure 10, an exterior wall structure 20, a middle wall structure 40 and a bottom plate structure 30, wherein the roof structure 10 adopts a steel plate-reinforced concrete structure. The outer wall structure 20, the mid-wall structure 40 and the floor structure 30 adopt a steel shell concrete structure, which can meet the overall strength, stiffness, waterproofness and durability of the pipe section structure, and at the same time, through the open working conditions of the roof structure 10. Improves the convenience of joint concrete pouring construction and ensures construction quality. At the same time, ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost. This structure is suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used Apply to other immersed tube tunnels under various conditions.
在本发明的其中一个实施例中，钢板组件包括：钢板11、多根第一加劲肋12和多根第二加劲肋13。钢板11作为钢板组件的主体，将第一加劲肋12和第二加劲肋13焊接在钢板11上。具体来说，钢板11拼接并形成具有敞口部的腔室，钢筋设置于敞口部；第一加劲肋12固定于钢板11上；第二加劲肋13固定于钢板11上，且与第一加劲肋12交叉设置。例如，第一加劲肋12为横向设置，第二加劲肋13则为纵向设置，二者在钢板11上形成交叉固定设置，以提高强度。In one embodiment of the present invention, the steel plate assembly includes: a steel plate 11 , a plurality of first stiffening ribs 12 and a plurality of second stiffening ribs 13 . The steel plate 11 serves as the main body of the steel plate assembly, and the first stiffening rib 12 and the second stiffening rib 13 are welded to the steel plate 11 . Specifically, the steel plates 11 are spliced together to form a cavity with an open part, and the steel bars are arranged at the open part; the first stiffening rib 12 is fixed on the steel plate 11; the second stiffening rib 13 is fixed on the steel plate 11, and is connected with the first stiffening rib 12. The stiffening ribs 12 are arranged crosswise. For example, the first stiffening rib 12 is arranged transversely, and the second stiffening rib 13 is arranged longitudinally, and the two are cross-fixed on the steel plate 11 to improve the strength.
在本发明的其中一个实施例中，第一加劲肋12和第二加劲肋13形成通孔18，以使混凝土通过。具体来说，第一加劲肋12和第二加劲肋13形成的通孔18为多个，且通孔18沿加劲肋的长度方向等距离设置。In one embodiment of the invention, the first stiffening rib 12 and the second stiffening rib 13 form a through hole 18 to allow concrete to pass through. Specifically, there are multiple through holes 18 formed by the first stiffening rib 12 and the second stiffening rib 13, and the through holes 18 are arranged at equal distances along the length direction of the stiffening rib.
在本发明的其中一个实施例中，如图3至图5所示，第一加劲肋12包括扁加劲肋和/或T型加劲肋，第二加劲肋13包括扁加劲肋和/或T型加劲肋。在本实施例中，第一加劲肋12和第二加劲肋13可采用扁加劲肋或T型加劲肋，如图2所示，本实施例中横向加劲肋(即第一加劲肋12)采用扁加劲肋，纵向加 劲肋(即第二加劲肋13)采用T型加劲肋。In one embodiment of the present invention, as shown in Figures 3 to 5, the first stiffening rib 12 includes a flat stiffening rib and/or a T-shaped stiffening rib, and the second stiffening rib 13 includes a flat stiffening rib and/or a T-shaped stiffening rib. Stiffeners. In this embodiment, the first stiffening rib 12 and the second stiffening rib 13 can be flat stiffening ribs or T-shaped stiffening ribs, as shown in Figure 2. In this embodiment, the transverse stiffening rib (ie the first stiffening rib 12) adopts Flat stiffeners, longitudinally The stiffening rib (i.e. the second stiffening rib 13) adopts T-shaped stiffening rib.
在本发明的其中一个实施例中，钢筋包括：多根第一钢筋14和多根第二钢筋15。第一钢筋14通过连接件与钢板组件的钢板11连接；第二钢筋15与第一钢筋14交叉固定。具体来说，在本实施例中第一钢筋14为横向设置，第二钢筋15为纵向设置，二者交叉设置形成网状钢筋结构。In one embodiment of the present invention, the steel bars include: a plurality of first steel bars 14 and a plurality of second steel bars 15 . The first steel bar 14 is connected to the steel plate 11 of the steel plate assembly through a connecting piece; the second steel bar 15 is cross-fixed with the first steel bar 14 . Specifically, in this embodiment, the first steel bars 14 are arranged transversely, the second steel bars 15 are arranged longitudinally, and the two are arranged crosswise to form a mesh-shaped steel bar structure.
在本发明的其中一个实施例中，钢筋还包括：多根第三钢筋16，第三钢筋16与第一钢筋14平行固定，且第三钢筋16设置于第二钢筋15远离第一钢筋14的一侧。在本实施例中，第三钢筋16与第一钢筋14平行，第一钢筋14位于第二钢筋15的上方，而第三钢筋16则位于第二钢筋15的下方，第一钢筋14、第二钢筋15和第三钢筋16通过焊接或捆扎为一体，通过连接件与钢板11连接起来。In one embodiment of the present invention, the steel bars also include: a plurality of third steel bars 16 , the third steel bars 16 are fixed in parallel with the first steel bars 14 , and the third steel bars 16 are arranged on the second steel bars 15 away from the first steel bars 14 one side. In this embodiment, the third steel bar 16 is parallel to the first steel bar 14, the first steel bar 14 is located above the second steel bar 15, and the third steel bar 16 is located below the second steel bar 15. The first steel bar 14 and the second steel bar 15 are The steel bar 15 and the third steel bar 16 are integrated by welding or bundling, and are connected to the steel plate 11 through connectors.
在本发明的其中一个实施例中，连接件包括箍筋17和/或拉筋，箍筋17和/或拉筋的一端与钢板组件连接，箍筋17和/或拉筋的另一端与钢筋连接。在本实施例中，连接件可采用箍筋17或者拉筋，钢筋通过箍筋17和/或拉筋固定在钢板11的上方，可以理解的是，箍筋17和/或拉筋为垂直于钢板11设置。In one embodiment of the present invention, the connector includes stirrups 17 and/or tie bars. One end of the stirrups 17 and/or tie bars is connected to the steel plate assembly, and the other end of the stirrups 17 and/or tie bars is connected to the steel bar. connect. In this embodiment, the connectors may be stirrups 17 or tie bars, and the steel bars are fixed above the steel plate 11 through the stirrups 17 and/or tie bars. It can be understood that the stirrups 17 and/or tie bars are perpendicular to Steel plate 11 set.
如图6所示，本发明还提供一种沉管隧道用管节钢板混凝土组合结构的制作方法，其是上述实施例中的沉管隧道用管节钢板混凝土组合结构的制作方法，其步骤包括：As shown in Figure 6, the present invention also provides a method for manufacturing a tube-section steel plate concrete composite structure for an immersed tube tunnel, which is the method for manufacturing a tube-section steel plate concrete composite structure for an immersed tube tunnel in the above embodiment, and the steps include :
S1、划分节段，加工并安装每个节段的顶板结构10的钢板组件；S1. Divide segments, process and install the steel plate components of the roof structure 10 of each segment;
S2、将钢板组件、连接件和钢筋连接组成骨架结构；S2. Connect steel plate components, connectors and steel bars to form a skeleton structure;
S3、于底板结构30的封闭外包钢壳内浇注混凝土；S3. Concrete is poured into the closed outer steel shell of the bottom plate structure 30;
S4、通过顶板结构10的敞口部向骨架结构及外墙结构20和中墙结构40浇注混凝土。S4. Pour concrete into the skeleton structure, exterior wall structure 20 and mid-wall structure 40 through the open part of the roof structure 10 .
具体来说，本发明提供的沉管隧道用管节钢板混凝土组合结构的制作方法，对于顶板结构10和外墙结构20、底板结构30采用不同制作方法，顶板结构10采用钢板-钢筋混凝土结构结构，从顶部敞口部浇注混凝土；外墙结构20和底板结构30采用钢壳混凝土结构，从钢壳的注入孔21中浇注混凝土。Specifically, the invention provides a method for manufacturing a tube-section steel plate-concrete composite structure for an immersed tube tunnel. Different manufacturing methods are used for the roof structure 10, the exterior wall structure 20, and the bottom plate structure 30. The roof structure 10 adopts a steel plate-reinforced concrete structure. , concrete is poured from the top open part; the exterior wall structure 20 and the floor structure 30 adopt a steel shell concrete structure, and concrete is poured from the injection hole 21 of the steel shell.
可以理解的是，通过不同数量及规格的节段进行组合，可以得到多种长度的沉管隧道管节。 It can be understood that by combining different numbers and specifications of segments, immersed tunnel sections of various lengths can be obtained.
本实施例提供的沉管隧道用管节钢板混凝土组合结构的制作方法能够在满足管节结构的整体强度、刚度、防水性、耐久性的同时，通过顶板结构10敞口式作业条件以提高管节混凝土浇筑施工的便利性，保证施工质量，同时可采用普通混凝土而无需采用特殊配制的自密实混凝土，大大节省了造价，该结构适用于水下浮态浇筑施工的沉管隧道，也可应用其它各种条件下的沉管隧道。The manufacturing method of the pipe section steel plate composite structure for the immersed tube tunnel provided by this embodiment can satisfy the overall strength, stiffness, waterproofness, and durability of the pipe section structure, and at the same time improve the pipe structure through the open working conditions of the roof structure 10. The convenience of concrete pouring construction ensures the construction quality. At the same time, ordinary concrete can be used instead of specially prepared self-compacting concrete, which greatly saves the cost. This structure is suitable for immersed tube tunnels constructed with underwater floating pouring, and can also be used in other applications. Immersed tube tunnels under various conditions.
在本发明的其中一个实施例中，S2具体包括：In one embodiment of the present invention, S2 specifically includes:
S21、将第一加劲肋12和第二加劲肋13与钢板11进行焊接，钢板11拼接形成具有敞口部的腔室；S21. Weld the first stiffening rib 12 and the second stiffening rib 13 to the steel plate 11, and the steel plates 11 are spliced to form a cavity with an open portion;
S22、将多个节段的钢板11结构拼接形成管节整体钢板11结构，在腔室的敞口部安装第一钢筋14、第二钢筋15和第三钢筋16，将第一钢筋14、第二钢筋15和第三钢筋16捆扎起来，并利用箍筋17和/或拉筋将第一钢筋14、第二钢筋15和第三钢筋16与钢板11连接起来；S22. Splice the steel plate 11 structures of multiple segments to form the overall steel plate 11 structure of the pipe section. Install the first steel bar 14, the second steel bar 15 and the third steel bar 16 at the open part of the chamber. Connect the first steel bar 14 and the third steel bar 16. The second steel bar 15 and the third steel bar 16 are tied together, and stirrups 17 and/or tie bars are used to connect the first steel bar 14, the second steel bar 15 and the third steel bar 16 to the steel plate 11;
S23、在管节内部设置若干支撑，用以减小混凝土浇筑过程中钢板11变形程度，通过敞口部向腔室中充填混凝土，并进行振捣。S23. Set a number of supports inside the pipe section to reduce the deformation of the steel plate 11 during the concrete pouring process. Fill the cavity with concrete through the open part and vibrate.
在本实施例中，顶板结构10的制作分为四个步骤，即钢板11制作、钢筋制作、钢板11-钢筋连接和浇注混凝土。其中，钢板11作为顶板结构10的底部主要为受拉区的受力构件及混凝土浇筑底模，钢板11安装加劲肋提高其横向和纵向的结构强度和刚度；钢筋通过横向和纵向捆扎并形成双层结构的网状钢筋结构，受力均匀；利用箍筋17和/或拉筋连接钢板11和钢筋，以箍筋17为例：箍筋17起到连接钢板11和顶层钢筋的作用，承受顶板截面竖向剪力，箍筋17下端与钢板11焊接，同时兼作底部钢板11与混凝土连接界面的抗剪连接件，提高二者的连接稳定性；最后对其浇注混凝土，形成钢板-钢筋混凝土结构。In this embodiment, the production of the roof structure 10 is divided into four steps, namely steel plate 11 production, steel bar production, steel plate 11-reinforcement bar connection and concrete pouring. Among them, the steel plate 11 serves as the bottom of the roof structure 10 and is mainly the stress-bearing member in the tension area and the concrete pouring bottom form. Stiffening ribs are installed on the steel plate 11 to improve its transverse and longitudinal structural strength and stiffness; the steel bars are bundled transversely and longitudinally to form a double The mesh steel structure of the layer structure is evenly stressed; stirrups 17 and/or tie bars are used to connect the steel plate 11 and the steel bars. Take the stirrups 17 as an example: the stirrups 17 play the role of connecting the steel plate 11 and the top steel bars, and bear the top plate The vertical shear force of the section, the lower end of the stirrup 17 is welded to the steel plate 11, and it also serves as a shear connector at the interface between the bottom steel plate 11 and the concrete, improving the connection stability between the two; finally, concrete is poured over it to form a steel plate-reinforced concrete structure. .
在发明的其中一个实施例中，钢板组件、连接件和钢筋均为工厂预制完成，并可在现场进行拼接，拼接完成后再进行混凝土浇注，预制的结构件方便运输和现场施工。In one embodiment of the invention, the steel plate components, connectors and steel bars are all prefabricated in the factory and can be spliced on site. Concrete is poured after the splicing is completed. The prefabricated structural components facilitate transportation and on-site construction.
在发明的其中一个实施例中，作为优选，所有钢材采用高性能钢材(即Q355钢材及以上)；作为优选，内部充填混凝土采用高标号混凝土(C40混凝土 及以上)；作为优选，钢板11厚度根据不同部位取12mm～30mm之间，包含预留一定的腐蚀厚度。In one embodiment of the invention, as a preference, all steel materials are made of high-performance steel (i.e., Q355 steel and above); as a preference, the internal filling concrete is made of high-grade concrete (C40 concrete and above); preferably, the thickness of the steel plate 11 is between 12 mm and 30 mm depending on the location, including a certain corrosion thickness reserved.
最后应说明的是：以上实施例仅用以说明本发明的技术方案，而非对其限制；尽管参照前述实施例对本发明进行了详细的说明，本领域的普通技术人员应当理解：其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换；而这些修改或者替换，并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。 Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that it can still be used Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent substitutions are made to some of the technical features; however, these modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims (10)

  1. 一种沉管隧道用管节钢板混凝土组合结构，包括：顶板结构、外墙结构、中墙结构和底板结构，所述顶板结构、所述外墙结构、所述中墙结构和所述底板结构围设形成管节结构，其特征在于：A tube section steel plate concrete composite structure for an immersed tube tunnel, including: a roof structure, an outer wall structure, a middle wall structure and a bottom plate structure, the top plate structure, the outer wall structure, the middle wall structure and the bottom plate structure The surrounding structure forms a pipe section structure, which is characterized by:
    所述顶板结构具有敞口部，所述顶板结构包括钢板组件、连接件和钢筋，所述钢筋通过所述连接件与所述钢板组件连接并形成骨架结构，通过所述敞口部向所述骨架结构浇注混凝土；The roof structure has an open portion, and the roof structure includes a steel plate component, a connector and a steel bar. The steel bar is connected to the steel plate component through the connector to form a skeleton structure. The skeleton structure is poured with concrete;
    所述外墙结构、中墙结构和所述底板结构均包括封闭外包钢壳，所述封闭外包钢壳内浇注混凝土。The outer wall structure, the middle wall structure and the floor structure all include a closed outer steel shell, and concrete is poured into the closed outer steel shell.
  2. 根据权利要求1所述的沉管隧道用管节钢板混凝土组合结构，其特征在于，所述钢板组件包括：The pipe section steel plate concrete composite structure for immersed tube tunnel according to claim 1, characterized in that the steel plate assembly includes:
    钢板，所述钢板拼接并形成具有敞口部的腔室，所述钢筋设置于所述敞口部；Steel plates, the steel plates are spliced together to form a chamber with an open part, and the steel bars are arranged on the open part;
    多根第一加劲肋，所述第一加劲肋固定于所述钢板上；A plurality of first stiffening ribs, the first stiffening ribs are fixed on the steel plate;
    多根第二加劲肋，所述第二加劲肋固定于所述钢板上，且与所述第一加劲肋交叉设置。A plurality of second stiffening ribs are fixed on the steel plate and intersected with the first stiffening ribs.
  3. 根据权利要求2所述的沉管隧道用管节钢板混凝土组合结构，其特征在于，所述第一加劲肋和所述第二加劲肋形成通孔，以使所述混凝土通过。The pipe section steel plate composite structure for an immersed tube tunnel according to claim 2, wherein the first stiffening rib and the second stiffening rib form a through hole to allow the concrete to pass through.
  4. 根据权利要求2所述的沉管隧道用管节钢板混凝土组合结构，其特征在于，所述第一加劲肋包括扁加劲肋和/或T型加劲肋，所述第二加劲肋包括扁加劲肋和/或T型加劲肋。The pipe section steel plate composite structure for immersed tube tunnel according to claim 2, characterized in that the first stiffening ribs include flat stiffening ribs and/or T-shaped stiffening ribs, and the second stiffening ribs include flat stiffening ribs. and/or T-shaped stiffeners.
  5. 根据权利要求1所述的沉管隧道用管节钢板混凝土组合结构，其特征在于，所述钢筋包括：The pipe section steel plate composite structure for immersed tube tunnel according to claim 1, characterized in that the steel bars include:
    多根第一钢筋，所述第一钢筋通过连接件与所述钢板组件连接；A plurality of first steel bars, the first steel bars are connected to the steel plate assembly through connectors;
    多根第二钢筋，所述第二钢筋与所述第一钢筋交叉固定。A plurality of second steel bars are cross-fixed with the first steel bars.
  6. 根据权利要求5所述的沉管隧道用管节钢板混凝土组合结构，其特征在 于，所述钢筋还包括：多根第三钢筋，所述第三钢筋与所述第一钢筋平行固定，且所述第三钢筋设置于所述第二钢筋远离所述第一钢筋的一侧。The pipe section steel plate concrete composite structure for immersed tube tunnel according to claim 5, characterized in that The steel bars further include: a plurality of third steel bars, the third steel bars are fixed parallel to the first steel bars, and the third steel bars are disposed on a side of the second steel bars away from the first steel bars. .
  7. 根据权利要求1所述的沉管隧道用管节钢板混凝土组合结构，其特征在于，所述连接件包括箍筋和/或拉筋，所述箍筋和/或所述拉筋的一端与所述钢板组件连接，所述箍筋和/或所述拉筋的另一端与所述钢筋连接。The pipe section steel plate composite structure for immersed tube tunnel according to claim 1, characterized in that the connecting member includes stirrups and/or tie bars, and one end of the stirrups and/or tie bars is connected to the The steel plate assembly is connected, and the other end of the stirrup and/or the tie bar is connected to the steel bar.
  8. 一种沉管隧道用管节钢板混凝土组合结构的制作方法，其特征在于，其是针对权利要求1至7中任意一项所述的沉管隧道用管节钢板混凝土组合结构的制作方法，其包括：A method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel, which is characterized in that it is a method for manufacturing a tube segment steel plate concrete composite structure for an immersed tube tunnel according to any one of claims 1 to 7, and include:
    S1、划分节段，加工并安装每个所述节段的顶板结构的钢板组件；S1. Divide segments, process and install the steel plate components of the roof structure of each segment;
    S2、将钢板组件、连接件和钢筋连接组成骨架结构；S2. Connect steel plate components, connectors and steel bars to form a skeleton structure;
    S3、于底板结构的封闭外包钢壳内浇注混凝土；S3. Concrete is poured into the closed outer steel shell of the bottom plate structure;
    S4、通过顶板结构的敞口部向所述骨架结构及外墙结构和中墙结构浇注混凝土。S4. Pour concrete into the skeleton structure, exterior wall structure and mid-wall structure through the open part of the roof structure.
  9. 根据权利要求8所述的沉管隧道用管节钢板混凝土组合结构的制作方法，其特征在于，所述S2具体包括：The manufacturing method of pipe section steel plate concrete composite structure for immersed tube tunnel according to claim 8, characterized in that said S2 specifically includes:
    S21、将第一加劲肋和第二加劲肋与钢板进行焊接，所述钢板拼接形成具有敞口部的腔室；S21. Weld the first stiffening rib and the second stiffening rib to the steel plate, and the steel plates are spliced to form a cavity with an open portion;
    S22、在所述腔室的敞口部安装第一钢筋、第二钢筋和第三钢筋，将所述第一钢筋、所述第二钢筋和所述第三钢筋捆扎起来，并利用箍筋和/或拉筋将所述第一钢筋、所述第二钢筋和所述第三钢筋与钢板连接起来；S22. Install the first steel bar, the second steel bar and the third steel bar in the open part of the chamber, bundle the first steel bar, the second steel bar and the third steel bar, and use stirrups and /or tie bars connect the first steel bar, the second steel bar and the third steel bar to the steel plate;
    S23、通过所述敞口部向所述腔室中充填混凝土，并进行振捣。S23. Fill the chamber with concrete through the open part and vibrate.
  10. 根据权利要求8所述的沉管隧道用管节钢板混凝土组合结构的制作方法，其特征在于：The manufacturing method of the pipe section steel plate concrete composite structure for the immersed tube tunnel according to claim 8, which is characterized in that:
    所述钢板组件、所述连接件和所述钢筋均为工厂预制完成。 The steel plate components, the connectors and the steel bars are all prefabricated in the factory.
PCT/CN2023/102616 2022-09-09 2023-06-27 Tube joint steel plate concrete combined structure for immersed tube tunnel, and method for manufacturing tube joint steel plate concrete combined structure WO2024051284A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202211105392.9A CN115467372B (en) 2022-09-09 2022-09-09 Pipe joint steel plate concrete combined structure for immersed tunnel and manufacturing method thereof
CN202211105392.9 2022-09-09

Publications (1)

Publication Number Publication Date
WO2024051284A1 true WO2024051284A1 (en) 2024-03-14

Family

ID=84368584

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2023/102616 WO2024051284A1 (en) 2022-09-09 2023-06-27 Tube joint steel plate concrete combined structure for immersed tube tunnel, and method for manufacturing tube joint steel plate concrete combined structure

Country Status (2)

Country Link
CN (1) CN115467372B (en)
WO (1) WO2024051284A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115467372B (en) * 2022-09-09 2023-07-11 中交公路规划设计院有限公司 Pipe joint steel plate concrete combined structure for immersed tunnel and manufacturing method thereof

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09287157A (en) * 1996-04-24 1997-11-04 Kawasaki Steel Corp Steel shell structure of composite immersed tunnel and construction method thereof
JP2008101365A (en) * 2006-10-18 2008-05-01 Osamu Kiyomiya Mounting structure of interior panel on inner face of steel shell submerged tunnel
CN105544608A (en) * 2016-01-27 2016-05-04 中交公路规划设计院有限公司 Pipe-joint steel shell and concrete combined structure for immersed tunnel and manufacturing method thereof
US20180274197A1 (en) * 2017-03-24 2018-09-27 China Communications Construction Company Limited Final Joint of Immersed Tunnel as well as Prefabrication Method and Installation 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
CN111376374A (en) * 2020-03-18 2020-07-07 中铁第六勘察设计院集团有限公司 Floating-state manufacturing method for reinforced concrete immersed tube joint
CN212176243U (en) * 2020-04-13 2020-12-18 中国建筑第二工程局有限公司 Cast-in-place roof does not need overhead layer structure of formwork
CN112942428A (en) * 2021-04-22 2021-06-11 中铁隧道勘测设计院有限公司 Construction method of prestressed immersed tube tunnel pipe joint
CN115467372A (en) * 2022-09-09 2022-12-13 中交公路规划设计院有限公司 Pipe joint steel plate concrete composite structure for immersed tunnel and manufacturing method thereof

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2668184B2 (en) * 1992-12-25 1997-10-27 五洋建設株式会社 How to launch a submerged box
JP3181786B2 (en) * 1994-03-18 2001-07-03 新日本製鐵株式会社 Filling method of high fluidity concrete into steel shell
JP2000073686A (en) * 1998-08-31 2000-03-07 Kajima Corp Construction of tunnel in large-sized section
CN107620321B (en) * 2017-08-30 2020-08-25 中交公路规划设计院有限公司 Production method of sandwich immersed tube joint
CN111779029A (en) * 2020-07-20 2020-10-16 同济大学 Steel shell-concrete composite structure
CN111941637B (en) * 2020-08-25 2021-07-06 中交第四航务工程局有限公司 Sectional prefabricating method for immersed tube joint
CN113863379A (en) * 2021-09-30 2021-12-31 中交第四航务工程局有限公司 Self-weight adjustable immersed tube of reinforced concrete embedded tube and design and construction method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09287157A (en) * 1996-04-24 1997-11-04 Kawasaki Steel Corp Steel shell structure of composite immersed tunnel and construction method thereof
JP2008101365A (en) * 2006-10-18 2008-05-01 Osamu Kiyomiya Mounting structure of interior panel on inner face of steel shell submerged tunnel
CN105544608A (en) * 2016-01-27 2016-05-04 中交公路规划设计院有限公司 Pipe-joint steel shell and concrete combined structure for immersed tunnel and manufacturing method thereof
US20180274197A1 (en) * 2017-03-24 2018-09-27 China Communications Construction Company Limited Final Joint of Immersed Tunnel as well as Prefabrication Method and Installation 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
CN111376374A (en) * 2020-03-18 2020-07-07 中铁第六勘察设计院集团有限公司 Floating-state manufacturing method for reinforced concrete immersed tube joint
CN212176243U (en) * 2020-04-13 2020-12-18 中国建筑第二工程局有限公司 Cast-in-place roof does not need overhead layer structure of formwork
CN112942428A (en) * 2021-04-22 2021-06-11 中铁隧道勘测设计院有限公司 Construction method of prestressed immersed tube tunnel pipe joint
CN115467372A (en) * 2022-09-09 2022-12-13 中交公路规划设计院有限公司 Pipe joint steel plate concrete composite structure for immersed tunnel and manufacturing method thereof

Also Published As

Publication number Publication date
CN115467372B (en) 2023-07-11
CN115467372A (en) 2022-12-13

Similar Documents

Publication Publication Date Title
CN103850363B (en) Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall
CN101839074B (en) Steel frame reinforced column and reinforcing method thereof
WO2024051284A1 (en) Tube joint steel plate concrete combined structure for immersed tube tunnel, and method for manufacturing tube joint steel plate concrete combined structure
CN107975160B (en) Shear wall structure with lateral connecting key groove, manufacturing and assembling method
CN106639037A (en) Energy-dissipation and seismic-mitigation oblique prestress shear wall structural system suitable for prefabrication and assembly construction
CN104532953A (en) 3D printing based assembly type special-shaped column framework structure and construction method thereof
CN103643634B (en) Concrete-filled steel tubes arch bridge arch springing anchor structure
CN113123629B (en) Prestressed reinforcement construction method for section Liang Zengda after column pulling of existing structure
CN105804255A (en) Assembling structure for prefabricated concrete beam and composite steel pipe concrete column, and construction method for assembling structure
CN106759858B (en) A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column
CN113585456A (en) Precast concrete beam column connection node structure and construction method
CN111749346B (en) Extension joint containing prefabricated concrete-filled steel tube core column component and construction method
CN110539398A (en) Construction method of prefabricated bridge deck steel-concrete composite beam
CN216276198U (en) Connecting joint of square concrete-filled steel tube superposed column and reinforced concrete beam
CN215366786U (en) UHPC and concrete combined pier
CN104453013A (en) Prefabricated wall component and fabricated reinforced concrete shear wall
CN113106846A (en) Assembled type reinforced concrete-filled steel tube composite beam and construction method thereof
CN203625776U (en) Arch spring anchoring structure for concrete-filled steel tube arch bridge
CN210658451U (en) Open cut method composite assembly formula underground structure
CN210066816U (en) Assembled vault is striden no post underground structure greatly
CN111501518A (en) Prefabricated assembled narrow-web combined box girder structure and construction method thereof
CN206090965U (en) Cast -in -place composite wall
CN111395519A (en) Construction method of assembled beam column
CN220117438U (en) Structural column and beam column node
CN216041685U (en) Double-steel-pipe concrete node of outer-wrapped composite winding pipe