WO2008025200A1 - A prestressed concrete pipe unit with a steel socket and a steel spigot and a concrete pipe formed of such concrete pipe units - Google Patents
A prestressed concrete pipe unit with a steel socket and a steel spigot and a concrete pipe formed of such concrete pipe units Download PDFInfo
- Publication number
- WO2008025200A1 WO2008025200A1 PCT/CN2007/001271 CN2007001271W WO2008025200A1 WO 2008025200 A1 WO2008025200 A1 WO 2008025200A1 CN 2007001271 W CN2007001271 W CN 2007001271W WO 2008025200 A1 WO2008025200 A1 WO 2008025200A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- socket
- steel
- concrete
- concrete pipe
- pipe
- 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.)
- Ceased
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
- B28B21/58—Steel tubes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
- B28B21/60—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements
- B28B21/62—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements circumferential laterally tensioned
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/92—Methods or apparatus for treating or reshaping
- B28B21/94—Methods or apparatus for treating or reshaping for impregnating or coating by applying liquids or semi-liquids
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/08—Rigid pipes of concrete, cement, or asbestos cement, with or without reinforcement
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/14—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups
- F16L9/153—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups comprising only layers of metal and concrete with or without reinforcement
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/22—Pipes composed of a plurality of segments
Definitions
- the present invention relates to a concrete pipe, and more particularly to a steel socket prestressed concrete pipe unit and a plugged concrete pipe. Background technique
- the self-stressing concrete pipe is equipped with a certain amount of steel bars in the pipe body, it is prone to secondary expansion and lateral fracture of the pipe body during use, which is difficult to maintain and maintain, and has high operating costs; and its joint water tightness is poor.
- the pipe body has low impermeability and short service life;
- the pre-stressed concrete pipe has a high repair rate after molding, the maintenance and maintenance cost is large, and the weight of the pipe body is heavier, which directly affects the installation speed of the site construction and increases the construction cost;
- a product related to the present invention is found by the search, and the product name is: a prestressed steel sleeve concrete pipe, the prestressed steel sleeve concrete pipe has a thin steel plate sandwiched between the cores, although the product has good resistance Permeability and soft interface, but its high cost, especially the long-distance laying of its high cost is more obvious.
- One of the technical problems to be solved by the present invention is to provide a steel pre-stressed concrete pipe unit with a simple structure, withstand voltage and corrosion resistance, in view of the deficiencies of the prior art.
- a steel pre-stressed concrete pipe body unit mainly comprises a concrete pipe core, a prestressed steel wire is arranged on the outer wall of the concrete pipe core, and a protective layer is arranged outside the prestressed steel wire, and the concrete core front end
- the socket is convexly provided, and the rear end is recessed with a socket for inserting one end and one end of the one or more pipe unit, wherein the concrete core is coaxially embedded with a cylindrical steel frame, and two of the cylindrical steel frame are The ends are fixedly connected to the socket and the socket respectively.
- the cylindrical steel skeleton is a steel mesh which is fixed by the circumferential reinforcing steel and the axial steel reinforcing along the concrete core.
- the protective layer is a cement mortar layer.
- a groove is formed in the outer wall of the socket, and a sealing rubber ring is installed in the groove.
- the second technical problem to be solved by the present invention is that, in view of the deficiencies of the prior art, a prestressed concrete pipe with a steel socket is provided, which has good water tightness, long service life and simple construction operation.
- a prefabricated concrete pipe with a steel socket which is formed by inserting one or more pipe body units end to end, the pipe body unit mainly comprises a concrete core, and a prestressed steel wire is wound around the outer wall of the concrete core, the prestressed steel wire
- the outer layer is provided with a protective layer.
- the front end of the concrete core is convexly provided with a socket, and the rear end is concavely provided with a socket.
- One or more pipe body units are inserted end to end through the socket and the socket to form a concrete pipe, and the concrete core is coaxially embedded.
- a cylindrical steel frame, the two ends of the cylindrical steel frame are fixedly coupled with the socket and the socket respectively.
- the cylindrical steel bar skeleton is a steel cage which is interwoven by the circumferential reinforcing bars and the longitudinal steel bars along the concrete core.
- the protective layer is a cement mortar layer.
- a groove is formed on the outer wall of the socket. Install a sealing rubber ring in the groove.
- the steel socket pre-stressed concrete pipe unit provided by the invention and the concrete core in the inserted concrete pipe are provided with a cylindrical steel skeleton, so that the whole die becomes a reinforced concrete structure, and the concrete core outer wall
- the prestressed steel wire is wound, which gives the pipe a high pressure resistance and improves the ability to withstand external pressure loads.
- the prefabricated concrete pipe unit of the steel socket provided by the invention and the concrete core of the inserted concrete pipe are integrally casted, and the outer wall of the die has a cement mortar protective layer, so the concrete pipe has a high Impermeability.
- the flexible socket and socket structure of the concrete pipe provided by the invention can be installed with a sealing rubber ring in the two grooves of the socket during the installation process, which makes the pipe have good joint water tightness, and
- the pipe pipe wall is thin, the pipe body itself is light in weight, and the ability to resist uneven settlement is strong.
- the overall structure of the pipe unit and the inserted concrete pipe provided by the invention is very simple, and the design science is Reasonable, with good durability, impermeability, joint water tightness, low engineering cost, convenient maintenance and maintenance, simple construction and operation, greatly reducing construction cost, is a new and innovative new steel socket prestressing Concrete pipe.
- Figure 1 is a cross-sectional view of a tubular body unit of the present invention
- Figure 2 is a cross-sectional view taken along line A-A of Figure 1;
- Figure 3 is a cross-sectional view taken along line B-B of Figure 1;
- FIG. 4 is a cross-sectional view showing the overall structure of a prefabricated concrete pipe of a steel socket according to the present invention. detailed description
- FIG. 1 is a cross-sectional view of a tubular body unit of the present invention.
- the present invention provides a tubular body unit 1, which mainly includes a concrete core 11 which is disposed on an outer wall of the concrete core 11.
- the prestressed steel wire 12, the prestressed steel wire 12 is provided with a protective layer 13 outside, the front end of the concrete core 11 is convexly provided with a socket 15, and the rear end is concavely provided with a socket 14 for the end of the one or more tubular body units 1
- a cylindrical steel bar skeleton 16 is coaxially embedded in the concrete core 11, and the two ends of the cylindrical steel frame 16 are respectively connected with the socket. 14.
- the socket 15 is fixedly connected.
- Fig. 2 and Fig. 3 they are the A-A and B-B cross-sectional views of Fig. 1, respectively.
- the cylindrical reinforcing steel frame 16 is a reinforcing mesh which is interwoven by the circumferential reinforcing bars 161 and the axial reinforcing bars 162 along the concrete core 11.
- the protective layer 13 is a cement mortar layer sprayed on the outside of the prestressed steel wire 12.
- FIG. 4 it is a cross-sectional view of the overall structure of the prefabricated concrete pipe of the steel socket of the present invention.
- the present invention also provides a steel socket prestressed concrete pipe which is formed by inserting one or more pipe unit 1 into each other.
- the groove 151 may be formed on the outer wall of the socket 15 of the pipe body unit 1.
- a sealing rubber ring 17 is installed in the groove 151 to provide a sealing function.
- the steel socket prestressed concrete pipe A provided by the invention has the socket 14 and the socket 15 of the pipe unit 1 as flexible interfaces, and the socket 15 can be installed with a sealing rubber ring in the two grooves 151 during the installation process. 17, this will make the joint of the pipe have better joint water tightness, even in the case of foundation settlement
- the tightness of the overall pipeline of the barrier prevents the leakage of sewage and other media. Since the reinforced concrete structure is used in the invention, it can withstand a considerable external pressure load, and the pipe has a small depth of soil during construction, which reduces construction difficulty, construction cost, and is easy to maintain and maintain.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Sewage (AREA)
Abstract
Description
钢制承插口预应力混凝土管体单元及其插接的混凝土管 技术领域 Prestressed concrete pipe unit of steel socket and its inserted concrete pipe
本发明涉及一种混凝土管材, 尤其是一种钢制承插口预应力混凝土管体单元及其 插接的混凝土管。 背景技术 The present invention relates to a concrete pipe, and more particularly to a steel socket prestressed concrete pipe unit and a plugged concrete pipe. Background technique
在我国市政、 水利、 路桥、 城市给排水系统、 工业输水管线、 农田灌溉中使用着 大量的混凝土输水管, 其类别多种多样, 有自应力混凝土管、 预应力混凝土管以及其 他各种接口形式的混凝土管材, 虽然这些管材在一定程度上能够达到输水的目的, 但 存在着一些技术缺陷: In China's municipal, water conservancy, road and bridge, urban water supply and drainage systems, industrial water pipelines, farmland irrigation, a large number of concrete water pipes are used, which are available in various types, including self-stressing concrete pipes, prestressed concrete pipes and various other interfaces. Forms of concrete pipes, although these pipes can achieve the purpose of water transfer to a certain extent, there are some technical defects:
1、 自应力混凝土管虽然在管体内配置一定数量的钢筋, 但在使用过程中容易出 现管体的二次膨胀及横向断裂, 维修维护难度大, 运营费用高; 且其接头水闭性较差, 管体抗渗性较低, 使用寿命较短; 1. Although the self-stressing concrete pipe is equipped with a certain amount of steel bars in the pipe body, it is prone to secondary expansion and lateral fracture of the pipe body during use, which is difficult to maintain and maintain, and has high operating costs; and its joint water tightness is poor. The pipe body has low impermeability and short service life;
2、 预应力混凝土管在其成型后修补率很高, 维修维护成本大, 管体自身重量较 重, 直接影响现场施工的安装速度, 增加了施工成本; 2. The pre-stressed concrete pipe has a high repair rate after molding, the maintenance and maintenance cost is large, and the weight of the pipe body is heavier, which directly affects the installation speed of the site construction and increases the construction cost;
3、 其他接口形式的混凝土排水管, 管体重量大, 接口形式多为钢性的, 所以在 软土层施工时很容易产生地基下沉现象, 造成管材接口开裂及所输送的污水及其它介 质外泄, 因此施工人员为避免地基下沉需要对地基进行预前处理, 这会使施工的成本 大幅提高, 也增加 施工的难度。 3. Concrete drainage pipes in other interface forms, the weight of the pipe body is large, and the interface form is mostly steel. Therefore, it is easy to cause foundation sinking during soft soil layer construction, causing cracking of pipe joints and transportation of sewage and other media. Leakage, therefore, the construction personnel need to pre-process the foundation in order to avoid the foundation sinking, which will greatly increase the construction cost and increase the difficulty of construction.
经检索发现与本发明相关的一种产品, 其产品名称为: 预应力钢套筒混凝土管, 该预应力钢套筒混凝土管的管芯中间夹有一层薄钢板, 虽然该产品具有良好的抗渗性 和软性接口, 但是其造价高, 尤其是长距离铺设其造价高的缺点更为明显。 发明内容 A product related to the present invention is found by the search, and the product name is: a prestressed steel sleeve concrete pipe, the prestressed steel sleeve concrete pipe has a thin steel plate sandwiched between the cores, although the product has good resistance Permeability and soft interface, but its high cost, especially the long-distance laying of its high cost is more obvious. Summary of the invention
本发明所要解决的技术问题之一在于, 针对现有技术的不足, 提供一种钢制承插 口预应力混凝土管体单元, 其结构简单, 耐压、 耐腐蚀。 One of the technical problems to be solved by the present invention is to provide a steel pre-stressed concrete pipe unit with a simple structure, withstand voltage and corrosion resistance, in view of the deficiencies of the prior art.
本发明解决其技术问题是通过以下技术方案实现的: The technical problem solved by the present invention is achieved by the following technical solutions:
一种钢制承插口预应力混凝土管体单元, 该管体单元主要包括一混凝土管芯, 混 凝土管芯的外壁上绕设有预应力钢丝, 预应力钢丝外设有保护层, 混凝土管芯的前端 凸设有插口, 后端凹设有承口, 用于一个以上管体单元的彼此首尾插接, 所述的混凝 土管芯内同轴嵌装一圆柱形钢筋骨架, 该圆柱形钢筋骨架的两端分别与承口、 插口固 定联接。 A steel pre-stressed concrete pipe body unit, the pipe body unit mainly comprises a concrete pipe core, a prestressed steel wire is arranged on the outer wall of the concrete pipe core, and a protective layer is arranged outside the prestressed steel wire, and the concrete core front end The socket is convexly provided, and the rear end is recessed with a socket for inserting one end and one end of the one or more pipe unit, wherein the concrete core is coaxially embedded with a cylindrical steel frame, and two of the cylindrical steel frame are The ends are fixedly connected to the socket and the socket respectively.
其中, 圆柱形钢筋骨架为由沿混凝土管芯的环向钢筋和轴向钢筋交织固定而成的 钢筋网。 保护层为水泥砂浆层。 插口的外壁上开设有凹槽, 凹槽内安装密封橡胶圈。 Among them, the cylindrical steel skeleton is a steel mesh which is fixed by the circumferential reinforcing steel and the axial steel reinforcing along the concrete core. The protective layer is a cement mortar layer. A groove is formed in the outer wall of the socket, and a sealing rubber ring is installed in the groove.
本发明所要解决的技术问题之二在于, 针对现有技术的不足, 提供一种钢制承插 口预应力混凝土管, 其接头水闭性好、 使用寿命长、 施工操作简单。 The second technical problem to be solved by the present invention is that, in view of the deficiencies of the prior art, a prestressed concrete pipe with a steel socket is provided, which has good water tightness, long service life and simple construction operation.
本发明解决其技术问题是通过以下技术方案实现的: The technical problem solved by the present invention is achieved by the following technical solutions:
一种钢制承插口预应力混凝土管, 由一个以上管体单元彼此首尾插接而成, 管体 单元主要包括一混凝土管芯, 混凝土管芯的外壁上绕设有预应力钢丝, 预应力钢丝外 设有保护层, 混凝土管芯的前端凸设有插口, 后端凹设有承口, 一个以上管体单元通 过承口与插口彼此首尾插接形成混凝土管,混凝土管芯内同轴嵌装一圆柱形钢筋骨架, 该圆柱形钢筋骨架的两端分别与承口、 插口固定联接。 A prefabricated concrete pipe with a steel socket, which is formed by inserting one or more pipe body units end to end, the pipe body unit mainly comprises a concrete core, and a prestressed steel wire is wound around the outer wall of the concrete core, the prestressed steel wire The outer layer is provided with a protective layer. The front end of the concrete core is convexly provided with a socket, and the rear end is concavely provided with a socket. One or more pipe body units are inserted end to end through the socket and the socket to form a concrete pipe, and the concrete core is coaxially embedded. A cylindrical steel frame, the two ends of the cylindrical steel frame are fixedly coupled with the socket and the socket respectively.
为了增加管体强度又节约成本, 所述的圆柱形钢筋骨架为由沿混凝土管芯的环向 钢筋和纵向钢筋交织固定而成的钢筋网笼。 为了使钢制承插口预应力混凝土管耐压、 耐腐蚀, 所述的保护层为水泥砂浆层。 为了保证由一个以上的管体单元联接而成的钢 制承插口预应力混凝土管的密闭性好, 防止所输送的污水及其它介质外泄, 在所述的 插口的外壁上开设有凹槽, 凹槽内安装密封橡胶圈。 In order to increase the strength of the pipe body and save the cost, the cylindrical steel bar skeleton is a steel cage which is interwoven by the circumferential reinforcing bars and the longitudinal steel bars along the concrete core. In order to make the steel pre-stressed concrete pipe withstand pressure and corrosion resistance, the protective layer is a cement mortar layer. In order to ensure that the steel socket pre-stressed concrete pipe connected by more than one pipe body unit has good airtightness, and prevents the sewage and other media from being leaked out, a groove is formed on the outer wall of the socket. Install a sealing rubber ring in the groove.
综上所述, 本发明的优点和有益效果为- In summary, the advantages and benefits of the present invention are -
1、 本发明所提供的钢制承插口预应力混凝土管体单元及其插接的混凝土管内的 混凝土管芯内配置圆柱形钢筋骨架, 使整个管芯成为钢筋混凝土结构, 而且其混凝土 管芯外壁缠绕有预应力钢丝, 这就使管材具有很强的耐压性, 提高了抵御外压荷载的 能力。 1. The steel socket pre-stressed concrete pipe unit provided by the invention and the concrete core in the inserted concrete pipe are provided with a cylindrical steel skeleton, so that the whole die becomes a reinforced concrete structure, and the concrete core outer wall The prestressed steel wire is wound, which gives the pipe a high pressure resistance and improves the ability to withstand external pressure loads.
2、 本发明所提供的钢制承插口预应力混凝土管体单元及其插接的混凝土管的混 凝土管芯釆用整体浇筑成型, 管芯外壁有水泥砂浆保护层, 所以本混凝土管材具有很 高的抗渗性。 2. The prefabricated concrete pipe unit of the steel socket provided by the invention and the concrete core of the inserted concrete pipe are integrally casted, and the outer wall of the die has a cement mortar protective layer, so the concrete pipe has a high Impermeability.
3、 本发明所提供的混凝土管釆用柔性承口、 插口结构, 插口在安装过程中其两 个凹槽内可以安装密封橡胶圈, 这就使该管材具有良好的接头水闭性, 而且本管材管 壁薄, 管体自身重量较轻, 抵抗不均匀沉降能力很强。 3. The flexible socket and socket structure of the concrete pipe provided by the invention can be installed with a sealing rubber ring in the two grooves of the socket during the installation process, which makes the pipe have good joint water tightness, and The pipe pipe wall is thin, the pipe body itself is light in weight, and the ability to resist uneven settlement is strong.
4、 本发明所提供的管体单元及其插接的混凝土管整体结构十分简单, 设计科学 合理, 具有良好的耐久性、 抗渗性、 接头水闭性, 工程造价低, 维修维护方便而且施 工操作简便, 大大降低了施工成本, 是一种创新性较高的新型钢制承插口预应力混凝 土管。 附图说明 4. The overall structure of the pipe unit and the inserted concrete pipe provided by the invention is very simple, and the design science is Reasonable, with good durability, impermeability, joint water tightness, low engineering cost, convenient maintenance and maintenance, simple construction and operation, greatly reducing construction cost, is a new and innovative new steel socket prestressing Concrete pipe. DRAWINGS
图 1为本发明管体单元的剖面图; Figure 1 is a cross-sectional view of a tubular body unit of the present invention;
图 2为图 1的 A-A剖面图; Figure 2 is a cross-sectional view taken along line A-A of Figure 1;
图 3为图 1的 B-B剖面图; Figure 3 is a cross-sectional view taken along line B-B of Figure 1;
图 4为本发明钢制承插口预应力混凝土管整体结构剖面图。 具体实施方式 4 is a cross-sectional view showing the overall structure of a prefabricated concrete pipe of a steel socket according to the present invention. detailed description
下面通过具体实施例对本发明作进一步详述, 以下实施例只是描述性的, 不是限 定性的, 不能以此限定本发明的保护范围。 The invention is further described in detail below by way of specific examples. The following examples are merely illustrative and not limiting, and the scope of the invention is not limited thereto.
如图 1所示, 为本发明管体单元的剖面图, 从图 1中可知, 本发明提供一种管体 单元 1, 主要包括一混凝土管芯 11, 混凝土管芯 11 的外壁上绕设有预应力钢丝 12, 预应力钢丝 12外设有保护层 13, 混凝土管芯 11的前端凸设有插口 15, 后端凹设有承 口 14,用于一个以上管体单元 1的彼此首尾插接,为了使管材整体具有很强的耐压性, 提高抵御外压荷载的能力, 混凝土管芯 11 内同轴嵌装一圆柱形钢筋骨架 16, 该圆柱 形钢筋骨架 16的两端分别与承口 14、 插口 15固定联接。 1 is a cross-sectional view of a tubular body unit of the present invention. As can be seen from FIG. 1, the present invention provides a tubular body unit 1, which mainly includes a concrete core 11 which is disposed on an outer wall of the concrete core 11. The prestressed steel wire 12, the prestressed steel wire 12 is provided with a protective layer 13 outside, the front end of the concrete core 11 is convexly provided with a socket 15, and the rear end is concavely provided with a socket 14 for the end of the one or more tubular body units 1 In order to make the pipe as a whole have a strong pressure resistance and improve the ability to withstand external pressure loads, a cylindrical steel bar skeleton 16 is coaxially embedded in the concrete core 11, and the two ends of the cylindrical steel frame 16 are respectively connected with the socket. 14. The socket 15 is fixedly connected.
如图 2、 图 3所示, 分别为图 1的 A-A和 B-B剖面图。 结合图 1一图 3可知, 圆 柱形钢筋骨架 16为由沿混凝土管芯 11的环向钢筋 161和轴向钢筋 162交织固定而成 的钢筋网。 保护层 13为喷设在预应力钢丝 12外的水泥砂浆层。 As shown in Fig. 2 and Fig. 3, they are the A-A and B-B cross-sectional views of Fig. 1, respectively. As can be seen from Fig. 1 and Fig. 3, the cylindrical reinforcing steel frame 16 is a reinforcing mesh which is interwoven by the circumferential reinforcing bars 161 and the axial reinforcing bars 162 along the concrete core 11. The protective layer 13 is a cement mortar layer sprayed on the outside of the prestressed steel wire 12.
如图 4所示, 为本发明钢制承插口预应力混凝土管整体结构剖面图。 从图 4中可 知, 本发明还提供了一种钢制承插口预应力混凝土管, 由一个以上管体单元 1彼此首 尾插接而成。 为了提髙由多个管体单元 1联接而成的管体的密闭性, 防止所输送的污 水及其它介质外泄, 在管体单元 1的插口 15的外壁上还可以开设凹槽 151, 凹槽 151 内安装密封橡胶圈 17, 起到密封作用。 As shown in FIG. 4, it is a cross-sectional view of the overall structure of the prefabricated concrete pipe of the steel socket of the present invention. As can be seen from Fig. 4, the present invention also provides a steel socket prestressed concrete pipe which is formed by inserting one or more pipe unit 1 into each other. In order to improve the airtightness of the pipe body connected by the plurality of pipe body units 1 and prevent the leakage of the sewage and other media, the groove 151 may be formed on the outer wall of the socket 15 of the pipe body unit 1. A sealing rubber ring 17 is installed in the groove 151 to provide a sealing function.
本发明所提供的钢制承插口预应力混凝土管 A, 其管体单元 1 的承口 14、 插口 15均为柔性接口, 插口 15在安装过程中其两个凹槽 151 内可以安装密封橡胶圈 17, 这样就使管材的连接处具有更好的接头水闭性, 即使在地基沉降的情况下也能有效保 障整体管路的密闭性, 防止所输送的污水及其它介质外泄。 由于本发明釆用钢筋混凝 土结构, 所以能抵御相当大的外压荷载, 本管材在施工中覆土深度小, 降低了施工的 难度、 施工造价, 且维修维护简单容易。 最后所应说明的是: 以上实施例仅用以说明本发明而非限制, 尽管参照较佳实施 例对本发明进行了详细说明, 本领域的普通技术人员应当理解, 可以对本发明进行修 改或者等同替换, 而不脱离本发明的精神和范围, 其均应涵盖在本发明的权利要求范 围当中。 The steel socket prestressed concrete pipe A provided by the invention has the socket 14 and the socket 15 of the pipe unit 1 as flexible interfaces, and the socket 15 can be installed with a sealing rubber ring in the two grooves 151 during the installation process. 17, this will make the joint of the pipe have better joint water tightness, even in the case of foundation settlement The tightness of the overall pipeline of the barrier prevents the leakage of sewage and other media. Since the reinforced concrete structure is used in the invention, it can withstand a considerable external pressure load, and the pipe has a small depth of soil during construction, which reduces construction difficulty, construction cost, and is easy to maintain and maintain. It should be noted that the above embodiments are only intended to illustrate the invention and are not to be construed as limiting the scope of the invention. The spirit and scope of the invention are intended to be included within the scope of the appended claims.
Claims
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200620027120.1 | 2006-08-24 | ||
| CNU2006200271201U CN2918937Y (en) | 2006-08-24 | 2006-08-24 | Steel faucet pre-stressed concrete pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2008025200A1 true WO2008025200A1 (en) | 2008-03-06 |
Family
ID=38216755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/CN2007/001271 Ceased WO2008025200A1 (en) | 2006-08-24 | 2007-04-18 | A prestressed concrete pipe unit with a steel socket and a steel spigot and a concrete pipe formed of such concrete pipe units |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN2918937Y (en) |
| WO (1) | WO2008025200A1 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107588246A (en) * | 2017-09-04 | 2018-01-16 | 黄展鹏 | A kind of concrete composite pipe |
| CN108331979A (en) * | 2018-02-09 | 2018-07-27 | 安徽华奇管业有限公司 | A kind of spigot-and-socket concrete reinforced pipe |
| CN109654306A (en) * | 2017-10-12 | 2019-04-19 | 方圆电气股份有限公司 | A kind of compound steel cylinder prestress pipe of high molecular polymer |
| CN110260056A (en) * | 2019-07-12 | 2019-09-20 | 中水六局华浙开原管业有限公司 | A kind of embedded steel cylinder formula reinforced concrete sewer pipe and production method |
| CN110608317A (en) * | 2019-09-24 | 2019-12-24 | 北京市燕通建筑构件有限公司 | A UHPC water pipe structure and its manufacturing process |
| CN112555521A (en) * | 2020-12-18 | 2021-03-26 | 沈阳建筑大学 | High-strength anti-corrosion anti-permeability infusion pipeline |
| CN114087430A (en) * | 2021-10-29 | 2022-02-25 | 西安理工大学 | Prestressed steel cylinder concrete pipe capable of monitoring strain in real time and manufacturing method thereof |
| CN120845602A (en) * | 2025-09-22 | 2025-10-28 | 吉林大学 | Prefabricated thermal insulation socket-and-socket corrugated reinforced concrete-concrete composite pipe and its design method |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101344195B (en) * | 2007-07-09 | 2011-06-22 | 天津万联管道工程有限公司 | Glass fibre reinforced plastic concrete reinforced pipe with steel faucet |
| CN101344196B (en) * | 2007-07-09 | 2012-01-04 | 天津万联管道工程有限公司 | Pre-stress glass fibre reinforced plastic concrete pipe with steel faucet |
| CN108758109A (en) * | 2018-04-28 | 2018-11-06 | 安徽砼宇特构科技有限公司 | Concrete pipe easy to assemble |
| CN110671579A (en) * | 2019-11-08 | 2020-01-10 | 新兴铸管股份有限公司 | Flexible mouthpiece for town heat supply and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3963056A (en) * | 1974-01-02 | 1976-06-15 | Nippon Concrete Kogyo Kabushiki Kaisha | Concrete piles, poles or the like |
| CN2060196U (en) * | 1989-11-20 | 1990-08-08 | 南京市水泥制管厂 | Prestressed steel cylinder concrete pressure pipe |
| JPH07259186A (en) * | 1994-03-25 | 1995-10-09 | Nkk Corp | Connection structure of steel pipe concrete columns |
| CN2217495Y (en) * | 1994-08-30 | 1996-01-17 | 山西省忻州地区东楼机械厂 | Thread-connected prestressed steel reinforced concrete well tube |
| CN1280053A (en) * | 1999-07-09 | 2001-01-17 | 衡水市水泥制品厂 | Deep motor-pumped well pipe of steel bar reinforced concrete |
| DE10047013A1 (en) * | 2000-09-22 | 2002-04-11 | Eisenbau Essen Gmbh | Method for making large diameter water pipes comprises producing core pipe consisting of sheet metal cylinder fitted with concrete lining and outer coating, winding this with steel strip and coating with flowable cement inside sleeve |
| CN2517945Y (en) * | 2002-01-04 | 2002-10-23 | 徐明昌 | Prestressed concrete pipe |
-
2006
- 2006-08-24 CN CNU2006200271201U patent/CN2918937Y/en not_active Expired - Lifetime
-
2007
- 2007-04-18 WO PCT/CN2007/001271 patent/WO2008025200A1/en not_active Ceased
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3963056A (en) * | 1974-01-02 | 1976-06-15 | Nippon Concrete Kogyo Kabushiki Kaisha | Concrete piles, poles or the like |
| CN2060196U (en) * | 1989-11-20 | 1990-08-08 | 南京市水泥制管厂 | Prestressed steel cylinder concrete pressure pipe |
| JPH07259186A (en) * | 1994-03-25 | 1995-10-09 | Nkk Corp | Connection structure of steel pipe concrete columns |
| CN2217495Y (en) * | 1994-08-30 | 1996-01-17 | 山西省忻州地区东楼机械厂 | Thread-connected prestressed steel reinforced concrete well tube |
| CN1280053A (en) * | 1999-07-09 | 2001-01-17 | 衡水市水泥制品厂 | Deep motor-pumped well pipe of steel bar reinforced concrete |
| DE10047013A1 (en) * | 2000-09-22 | 2002-04-11 | Eisenbau Essen Gmbh | Method for making large diameter water pipes comprises producing core pipe consisting of sheet metal cylinder fitted with concrete lining and outer coating, winding this with steel strip and coating with flowable cement inside sleeve |
| CN2517945Y (en) * | 2002-01-04 | 2002-10-23 | 徐明昌 | Prestressed concrete pipe |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107588246A (en) * | 2017-09-04 | 2018-01-16 | 黄展鹏 | A kind of concrete composite pipe |
| CN109654306A (en) * | 2017-10-12 | 2019-04-19 | 方圆电气股份有限公司 | A kind of compound steel cylinder prestress pipe of high molecular polymer |
| CN108331979A (en) * | 2018-02-09 | 2018-07-27 | 安徽华奇管业有限公司 | A kind of spigot-and-socket concrete reinforced pipe |
| CN110260056A (en) * | 2019-07-12 | 2019-09-20 | 中水六局华浙开原管业有限公司 | A kind of embedded steel cylinder formula reinforced concrete sewer pipe and production method |
| CN110608317A (en) * | 2019-09-24 | 2019-12-24 | 北京市燕通建筑构件有限公司 | A UHPC water pipe structure and its manufacturing process |
| CN112555521A (en) * | 2020-12-18 | 2021-03-26 | 沈阳建筑大学 | High-strength anti-corrosion anti-permeability infusion pipeline |
| CN114087430A (en) * | 2021-10-29 | 2022-02-25 | 西安理工大学 | Prestressed steel cylinder concrete pipe capable of monitoring strain in real time and manufacturing method thereof |
| CN114087430B (en) * | 2021-10-29 | 2023-08-22 | 西安理工大学 | Prestressed steel cylinder concrete pipe capable of monitoring strain in real time and manufacturing method |
| CN120845602A (en) * | 2025-09-22 | 2025-10-28 | 吉林大学 | Prefabricated thermal insulation socket-and-socket corrugated reinforced concrete-concrete composite pipe and its design method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN2918937Y (en) | 2007-07-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2008025200A1 (en) | A prestressed concrete pipe unit with a steel socket and a steel spigot and a concrete pipe formed of such concrete pipe units | |
| CN206268618U (en) | Pipeline support frame used in comprehensive pipe gallery and external member thereof | |
| CN211735820U (en) | Cement products lined with plastic multi-point anchoring structure | |
| WO2021003861A1 (en) | Textile-reinforced concrete-steel pipe-frp composite pipe and manufacturing method therefor | |
| CN213117832U (en) | Steel cylinder concrete pipe for jacking construction method | |
| WO2017071111A1 (en) | Underground pipe gallery protection structure | |
| CN204080862U (en) | With the waterproof short tube through walls of earrings | |
| CN220600709U (en) | Red copper ring precast concrete pipeline and pipe gallery structure | |
| CN209229132U (en) | A kind of steel ring for non-excavation repair pretreatment of pipeline collapse | |
| CN105971016A (en) | Utility tunnel internode connection structure | |
| CN201242014Y (en) | Large caliber inner lining restoring composite pipeline | |
| CN206034485U (en) | Corrugate ring pipe structure utility tunnel | |
| CN108253203A (en) | Pipeline and its component | |
| CN222513210U (en) | A waterproof structure for an outlet pipe on an exterior wall of a built basement | |
| CN204459502U (en) | Prestress steel cylinder concrete electric power piping lane | |
| CN2934833Y (en) | Steel socket and spigot joint prestress concrete pipe | |
| CN223648778U (en) | A 3D reinforced concrete water supply and drainage pipe with a socket joint | |
| CN222992467U (en) | Sealing device and sealing structure of assembled UHPC large-scale rain sewage inspection well pipeline | |
| CN201875296U (en) | Prestressed reinforced concrete pipe with spigots with water blocking rings | |
| CN223120872U (en) | Reinforced concrete pressure pipe | |
| CN219571166U (en) | Modularized large-caliber conveying pipeline | |
| CN214699575U (en) | Steel cylinder concrete pipe | |
| CN223153009U (en) | Self-stress concrete steel pipe | |
| CN221323626U (en) | Waterproof and seepage-proof cement pipeline | |
| CN201065993Y (en) | Steel faucet glass reinforced plastic steel bar concrete tube |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 07720844 Country of ref document: EP Kind code of ref document: A1 |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| NENP | Non-entry into the national phase |
Ref country code: RU |
|
| 122 | Ep: pct application non-entry in european phase |
Ref document number: 07720844 Country of ref document: EP Kind code of ref document: A1 |