WO2018166521A1 - 一种用于岸边基础的施工装置及其施工法 - Google Patents

一种用于岸边基础的施工装置及其施工法 Download PDF

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Publication number
WO2018166521A1
WO2018166521A1 PCT/CN2018/079255 CN2018079255W WO2018166521A1 WO 2018166521 A1 WO2018166521 A1 WO 2018166521A1 CN 2018079255 W CN2018079255 W CN 2018079255W WO 2018166521 A1 WO2018166521 A1 WO 2018166521A1
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construction
foundation
shore
vessel
lifting
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PCT/CN2018/079255
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English (en)
French (fr)
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王燏斌
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王燏斌
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Publication of WO2018166521A1 publication Critical patent/WO2018166521A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water

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  • the invention relates to a construction device for a shore foundation and a construction method thereof, and belongs to the technical field of civil engineering foundation construction.
  • the existing underwater foundation generally adopts the cofferdam method to create the construction conditions, and then the construction of the bored pile or the prefabricated pile is carried out in the same way as the method of hitting the pier on the land.
  • the construction period is long and the cost is high.
  • the invention provides a construction device for a shore foundation and a construction method thereof, the purpose of which is to overcome the defects existing in the prior art, and the main advantages thereof are as follows: 1) all components of the foundation construction device are in the construction ship, and the whole It is convenient and quick to move on the water; 2) It is not necessary to construct the cofferdam, and the construction is simple; 3) The basic section or the whole prefabrication is submerged or consolidated in the field, the construction period is short, and the cost is low.
  • the construction device 2 for the shore foundation 1 comprises a construction vessel 3, a connection frame 4, an onshore auxiliary support device 5, a lifting device 6 and a foundation construction device 7, and the shore foundation 1 is a bottom belt
  • One end of the connecting frame 4 is supported on the construction vessel 3, and the other end is supported on the device 5, and the lifting device 6 is mounted on the connecting frame 4.
  • the construction vessel 3 is provided with a hull support device 3-1, and the hull support device 3-1 is supported at the bottom of the water to bear the weight of all or part of the construction vessel 3; after the construction of the foundation 1 is completed, the components of the construction device 2 are located in the construction vessel 3 , from one place to another along with the construction ship 3.
  • the invention has the advantages that all the components of the foundation construction device are in the construction ship, and the whole is moved on the water, which is convenient and quick; no need to construct the cofferdam, the construction is simple; the foundation segment or the whole prefabrication is staged or the whole sinks on the site, the construction period Short and low cost.
  • FIG. 1 is a schematic structural view of a spiral cylindrical foundation 1A with a digging knife at the bottom, and is a structural schematic view of the hull supporting device 3-1 provided by the construction vessel 3 supported on the bottom of the water and bearing all or part of the weight of the construction vessel;
  • Figure 2 is a view in the direction of arrow A of Figure 1, and is also a schematic structural view of the construction device 2 composed of the construction vessel 3, the connection frame 4, the onshore auxiliary support device 5, the lifting device 6, and the foundation construction device 7;
  • Figure 3 is a schematic view showing the structure of the foundation construction device 7A of the foundation 1A composed of the fixed guide 7A-1 and the combination device 7A-2, and is also composed of the rotation device 7A-2-1 and the descending speed control device 7A-2-2.
  • a schematic structural view of the combination device 7A-2 which is also a schematic structural view of the excavating blade 1A-3 at the bottom of the foundation 1A and the spiral blade 1A-4 conveying the geotechnical;
  • FIG. 4 is a schematic structural view of the foundation 1B with the chain cutter 8 at the bottom during construction, and is also provided with a rail on which the lifting device 6 is operated.
  • the lifting device 6 can be operated in the X direction or at the X. Schematic diagram of the operation in both directions of Y and Y;
  • Figure 5 is a view in the direction of arrow A of Figure 4, and is also a structural schematic view of the construction device 2 is located on the construction vessel 3, with the construction vessel 3 running from one place to another at the end of construction;
  • Figure 6 is a schematic view showing the structure of the foundation construction device 7B of the foundation 1B composed of the fixed guide 7B-1 and the combination device 7B-2, and also by the chain cutter power transmission device 7B-2-1 and the spoil treatment device 7B-2- 2 is a schematic structural view of a combined device 7B-2 composed of a frame 7B-2-3, and is also a schematic structural view of a chain excavating device 8 composed of a device 7B-2-1 and a base 1B and a chain cutter 8;
  • Figure 7 is a view taken along the line A of Figure 6, which is also a schematic view of the fixed guide 7B-1 composed of the fixed frame 7B-1-1 and the guide 7B-1-2, and is also the side of the base 1B of the bottom with a beveled angle.
  • Schematic diagram of a chain conveyor composed of a cover 9 and a chain cutter 8;
  • Figure 8 is a B-B view of Figure 6, which is also a cross-sectional view of the frame 7B-2-3 of the combination device 7B-2, and is also a schematic structural view of the mud line 11-1 of the mud line device 11;
  • Figure 9 is a C-C view of Figure 6, and is also a schematic structural view of the mud nozzle 11-2 on the bottom of the base 1B;
  • Figure 10 is a schematic structural view of the chain cutter 8, and is also a schematic structural view of the chain 8-1 and the cutter 8-2, and is also a chain 8 composed of A ten-byte 8-1-1 and B-tenbyte 8-1-2.
  • a schematic diagram of the ten-byte structure of 1 is also a schematic diagram of the structure in which the chain 8-1 realizes space bending;
  • Figure 11 is a schematic view showing the structure of the hull supporting device 3-1 supported on the bottom of the water, lifting the construction vessel 3 to a set height, installing the shore auxiliary support device 5 and the connecting frame 4, and mounting the lifting device 6 on the connecting frame 4. ;
  • Figure 12 is a schematic view showing the structure of the lifting device 6 lifting the foundation construction device 7B on the construction vessel 3 to the construction position;
  • Figure 13 is a schematic view showing the structure in which the lifting device 6 lifts the first-stage foundation 1B-1 into the foundation construction device 7B, and is also a structural diagram in which the foundation 1B is manufactured in sections;
  • Figure 14 is a schematic structural view showing the foundation construction device 7B sinking the first stage foundation 1B-1 to a set depth;
  • Figure 15 is a schematic view showing the structure of the top-mounted foundation construction device 7B by the lifting device 6 lifting the second-stage foundation 1B-2 to the construction position and being fixedly connected to the first-stage foundation 1B-1;
  • Figure 16 is a schematic structural view of the foundation construction device 7B sinking the second stage foundation 1B-2 to a set depth;
  • Fig. 17 is a schematic view showing the construction of the entire foundation 1B, the lifting device 6 hoisting the foundation construction device 7B, and the structure of the foundation 1B as a bridge foundation.
  • 1 in the figure is the shore foundation, there are two structures 1A and 1B;
  • 1A is the spiral cylindrical foundation with the excavation knife at the bottom;
  • 1A-1 is the first segment foundation of the foundation 1A;
  • 1A-2 is the foundation of the foundation 1A The second stage foundation;
  • 1A-3 is the bottom excavation knives of the first section (ie the bottom section) of the spiral cylindrical foundation;
  • 1A-4 is the spiral blade conveying the geotechnical soil;
  • 1B is the foundation with the chain cutter 8 at the bottom of the construction;
  • 1B -1 is the first stage foundation of the foundation 1B;
  • 1B-2 is the second stage foundation of the foundation 1B;
  • 2 is the construction apparatus for the shore foundation 1, including the construction vessel 3, the connection frame 4, and the shore auxiliary support device 5 , the lifting device 6 and the foundation construction device 7;
  • 3 is the construction vessel of the construction device 2;
  • 3-1 is the hull support device of the construction vessel 3;
  • 4 is the connection frame of the construction device 2;
  • 5
  • the construction device 2 for the shore foundation 1 comprises a construction vessel 3, a connection frame 4, an onshore auxiliary support device 5, a lifting device 6 and a foundation construction device 7, and the shore foundation 1 is a spiral cylinder with an excavating knife at the bottom.
  • the other end is supported on the device 5, and the lifting device 6 is mounted on the connecting frame 4.
  • the construction vessel 3 is provided with a hull support device 3-1 which is supported on the bottom of the water and bears the weight of all or part of the construction vessel 3.
  • the components of the construction device 2 are all located in the construction vessel 3, and run along with the construction vessel 3 from one location to another.
  • the connecting frame 4 is provided a track on which the lifting device 6 operates, and the lifting device 6 operates in the X direction or in both X and Y directions.
  • the foundation construction device 7A of the spiral cylindrical foundation 1A with a digging knife at the bottom includes a fixed guide 7A-1 and a combination device 7A-2, and the combination device 7A-2 includes a rotation device 7A-2-1 and a descending speed control Device 7A-2-2.
  • the foundation construction device 7B of the foundation 1B with a chain cutter at the bottom of the construction includes a fixed guide 7B-1 and a combination device 7B-2, and the combination device 7B-2 includes a chain cutter power transmission device 7B-2-1, and is discarded. Soil treatment device 7B-2-2 and frame 7B-2-3.
  • the spiral cylindrical foundation with the excavating knives at the bottom and the base with a chain cutter at the bottom during construction are manufactured in sections.
  • the specific construction method includes the following steps:
  • the lifting device 6 lifts the first section of the foundation 1-1 to the construction location;
  • the foundation construction device 7 sinks the first segment foundation 1-1 to a set depth
  • the lifting device 6 lifts the second section foundation 1-2 to the construction position
  • the foundation construction device 7 sinks the second section foundation 1-2 to a set depth
  • the foundation 1 described is the bridge foundation.
  • the foundation 1 is a spiral cylindrical foundation 1A with an excavating knives at the bottom, the excavating knives only excavate the geotechnical soil in the bottom annular area of the foundation 1A, and the foundation 1A construction device is the basic construction device 7A;
  • the construction device 2 for the shore foundation 1 comprises a construction vessel 3, a connection frame 4, an onshore auxiliary support device 5, a lifting device 6 and a foundation construction device 7, and one end of the connection frame 4 is supported on the construction vessel 3, and One end is supported on the device 5, and the lifting frame 6 is mounted on the connecting frame 4.
  • the foundation working device 7A includes a fixed guiding device 7A-1 and a combined device 7A-2, and the combined device 7A-2 includes a rotating device 7A-2-1.
  • the descending speed control device 7A-2-2 during construction, the drive rotating device 7A-2-1 rotates the base 1A, and the lowering speed of the cylinder base 1A is controlled by the descending speed control device 7A-2-2 to make the bottom of the base 1A
  • the cutter 1A-3 cuts the annular rock at the bottom of the foundation 1A, and under the action of the bottom cone, the cut rock is introduced into the spiral blade 1A-4 of the base 1A, and the spiral blade 1A-4 has the bottom cut. The rock is transported to the top and gradually descends to the set position.
  • the foundation 1 is the foundation 1B with the chain cutter 8 at the bottom during construction, the chain cutter 8 only excavates the rock at the bottom of the foundation 1B, and the construction device of the foundation 1B is the foundation construction device 7B; the foundation 1B construction After the end, the components of the construction device 2 are all located on the construction vessel 3, and run along with the construction vessel 3 from one place to another; the upper part of the connection frame 4 is provided with a track for the operation of the lifting device 6, and the lifting device 6 Run in the X direction or in both X and Y directions.
  • the foundation construction device 7B includes a fixed guide 7B-1 and a combination device 7B-2, and the combination device 7B-2 includes a chain cutter power transmission device 7B-2-1, a spoil treatment device 7B-2-2, and a frame 7B-2.
  • the device 7B-2-1 drives the chain cutter 8 to run along the track on the foundation 1B, the chain cutter 8 excavates the rock at the bottom of the foundation 1B, and brings the excavated geotechnical to the upper, device 7B-2-2
  • the rock soil brought up from the bottom of the base 1B by the chain cutter 8 is separated from the chain cutter 8, and the device 7B-2 is simultaneously lowered with the base 1B.
  • the specific construction method of the construction apparatus for the shore foundation 1B includes the following steps:
  • the lifting device 6 lifts the first section foundation 1B-1 to the construction position
  • the foundation construction device 7 sinks the first section foundation 1B-1 to a set depth
  • the lifting device 6 lifts the second section foundation 1B-2 to the construction position;
  • the foundation construction device 7 sinks the second section foundation 1B-2 to a set depth

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

一种用于岸边基础(1)的施工装置(2)，包括施工船(3)、连接机架(4)、岸上辅助支撑装置(5)、起重装置(6)和基础施工装置(7)，岸边基础(1)是底部带有挖掘刀(1A-3)的螺旋筒形基础(1A)或施工时底部带有链刀(8)的基础(1B)，挖掘刀(1A-3)仅挖掘螺旋筒形基础(1A)底部环状面积内的岩土，链刀(8)仅挖掘基础(1B)底部的岩土；连接机架(4)的一端支撑在施工船(3)上，另一端支撑在岸上辅助支撑装置(5)上，连接机架(4)上安装有起重装置(6)。还公开了一种岸边基础(1)的施工装置(2)的施工法。

Description

一种用于岸边基础的施工装置及其施工法 技术领域
本发明涉及的是一种用于岸边基础的施工装置及其施工法，属于土木工程基础施工技术领域。
背景技术
现有水中基础一般采用围堰法，来创造地施工条件，然后和陆地上打桥墩的方法一样进行钻孔灌注桩或打入预制桩的施工，施工周期长，造价也高。
发明内容
本发明提出的是一种用于岸边基础的施工装置及其施工法，其目的旨在克服现有技术存在的缺陷，其主要优点：1)基础施工装置的全部组成部分在施工船内，整体在水上移动，方便快捷；2)不需要构筑围堰，施工简单；3)基础分段或整体预制在现场分段或整体下沉，施工周期短，成本低。
本发明的技术解决方案：用于岸边基础1的施工装置2包括施工船3、连接机架4、岸上辅助支撑装置5、起重装置6和基础施工装置7，岸边基础1是底部带有挖掘刀的螺旋筒形基础1A或施工时底部带有链刀的基础1B，挖掘刀仅挖掘螺旋筒形基础1A底部环状面积内的岩土，链刀仅挖掘基础1B底部的岩土；连接机架4的一端支撑在施工船3上，另一端支撑在装置5上，连接机架4上安装有起重装置6。
施工船3设有船体支撑装置3-1，船体支撑装置3-1支撑于水底，承担全部或部分施工船3的重量；基础1施工结束后，施工装置2的组成部分均位于施工船3内，随施工船3一起从一地运行至另一地。
本发明的优点：基础施工装置的全部组成部分在施工船内，整体在水上移动，方便快捷；不需要构筑围堰，施工简单；基础分段或整体预制在现场分段或整体下沉，施工周期短，成本低。
附图说明
图1是基础1为底部带有挖掘刀的螺旋筒形基础1A的结构示意图，也是施工船3设有的船体支撑装置3-1支撑于水底，承担全部或部分施工船3重量的结构示意图；
图2是图1的A向视图，也是由施工船3、连接机架4、岸上辅助支撑装置 5、起重装置6和基础施工装置7组成的施工装置2的结构示意图；
图3是由固定导向装置7A-1和组合装置7A-2组成的基础1A的基础施工装置7A的结构示意图，也是由旋转装置7A-2-1和下降速度控制装置7A-2-2组成的组合装置7A-2的结构示意图，也是基础1A底部的挖掘刀1A-3和输送岩土的螺旋叶片1A-4的结构示意图；
图4是基础1为施工时底部带有链刀8的基础1B的结构示意图，也是连接机架4的上方设有起重装置6运行的轨道，起重装置6可以在X方向运行或在X和Y两方向运行的结构示意图；
图5是图4的A向视图，也是施工装置2的组成部分均位于施工船3上，施工结束时随施工船3一起从一地运行至另一地的结构示意图；
图6是由固定导向装置7B-1和组合装置7B-2组成的基础1B的基础施工装置7B的结构示意图，也是由链刀动力传动装置7B-2-1、弃土处理装置7B-2-2和机架7B-2-3组成的组合装置7B-2的结构示意图，也是由装置7B-2-1和基础1B及链刀8组成的链式挖掘装置8的结构示意图；
图7是图6的A向视图，也是由固定机架7B-1-1和导向装置7B-1-2组成的固定导向装置7B-1的结构示意图，也是底部带刃角的基础1B的侧面罩9与链刀8组成的链式输送机的结构示意图；
图8是图6的B-B视图，也是组合装置7B-2的机架7B-2-3的截面视图，也是泥浆管路装置11的泥浆管路11-1的结构示意图；
图9是图6的C-C视图,也是基础1B底部上的泥浆喷嘴11-2的结构示意图；
图10是链刀8的结构示意图，也是链条8-1和刀具8-2的结构示意图，也是由A十字节8-1-1和B十字节8-1-2组成的链条8-1的十字节的结构示意图，也是链条8-1实现空间弯曲的结构示意图；
图11是船体支撑装置3-1支撑于水底，将施工船3抬至设定的高度，安装岸上辅助支撑装置5和连接机架4，在连接机架4上安装起重装置6的结构示意图；
图12是起重装置6将施工船3上的基础施工装置7B吊运至施工位置的结构示意图；
图13是起重装置6将第一段基础1B-1吊运至基础施工装置7B内的结构示 意图,也是基础1B为分段制造的结构示意图；
图14是基础施工装置7B将第一段基础1B-1下沉至设定深度的结构示意图；
图15是起重装置6将第二段基础1B-2吊运至施工位置，与第一段基础1B-1固连，顶部安装基础施工装置7B的结构示意图；
图16是基础施工装置7B将第二段基础1B-2下沉至设定深度的结构示意图；
图17是完成全部基础1B的施工，起重装置6将基础施工装置7B吊走后的结构示意图，也是基础1B为桥梁基础的结构示意图。
图中的1是岸边基础，有两种结构1A和1B；1A是底部带有挖掘刀的螺旋筒形基础；1A-1是基础1A的第一段基础；1A-2是基础1A的第二段基础；1A-3是第一段(即底段)螺旋筒形基础的底部挖掘刀；1A-4是输送岩土的螺旋叶片；1B是施工时底部带有链刀8的基础；1B-1是基础1B的第一段基础；1B-2是基础1B的第二段基础；2是用于岸边基础1的施工装置，包括施工船3、连接机架4、岸上辅助支撑装置5、起重装置6和基础施工装置7；3是施工装置2的施工船；3-1是施工船3的船体支撑装置；4是施工装置2的连接机架；5是施工装置2的岸上辅助支撑装置；6是连接机架4上安装的起重装置；7是施工装置2的基础施工装置，有两种结构形式7A和7B；7A是底部带有挖掘刀的螺旋筒形基础1A的基础施工装置，包括固定导向装置7A-1和组合装置7A-2；7A-1是固定导向装置；7A-2是组合装置，包括旋转装置7A-2-1和下降速度控制装置7A-2-2；7A-2-1是螺旋筒形基础1A的旋转装置；7A-2-2是螺旋筒形基础1A的下降速度控制装置；7B是施工时底部带有链刀的基础1B的基础施工装置，包括固定导向装置7B-1和组合装置7B-2；7B-1是组成基础施工装置7B的固定导向装置；7B-1-1是固定导向装置7B-1的固定机架；7B-1-2是固定导向装置7B-1的导向装置；7B-2是组成基础施工装置7B的组合装置，包括链刀动力传动装置7B-2-1、弃土处理装置7B-2-2和机架7B-2-3；7B-2-1是链刀动力传动装置；7B-2-2是弃土处理装置；7B-2-3是机架；8是挖掘岩土的链刀，由链条8-1和固定于链条8-1上的刀具8-2组成；8-1是组成链刀8的链条；8-1-1是组成链条十字节的A十字节；8-1-2是组成链条十字节的B十字节；8-2是组成链刀8的刀具；9是底部带刃角的基础1的侧面罩；10是链式挖掘装置，由装置7B-2-1和基础1B及链刀8组成；11是泥浆管路装置；11-1是装置7B中的机架7B-2-3上的泥浆管路；11-2 是基础底部1B-1上的泥浆喷嘴。
具体实施方式
用于岸边基础1的施工装置2包括施工船3、连接机架4、岸上辅助支撑装置5、起重装置6和基础施工装置7，岸边基础1是底部带有挖掘刀的螺旋筒形基础1A或施工时底部带有链刀的基础1B，挖掘刀仅挖掘螺旋筒形基础1A底部环状面积内的岩土，链刀仅挖掘基础1B底部的岩土；连接机架4的一端支撑在施工船3上，另一端支撑在装置5上，连接机架4上安装有起重装置6。
所述的施工船3设有船体支撑装置3-1，船体支撑装置3-1支撑于水底，承担全部或部分施工船3的重量。
所述的基础1施工结束后，施工装置2的组成部分均位于施工船3内，随施工船3一起从一地运行至另一地。
所述的连接机架4的上方设有起重装置6运行的轨道，起重装置6在X方向运行或在X和Y两方向运行。
所述的底部带有挖掘刀的螺旋筒形基础1A的基础施工装置7A包括固定导向装置7A-1和组合装置7A-2，组合装置7A-2包括旋转装置7A-2-1和下降速度控制装置7A-2-2。
所述的施工时底部带有链刀的基础1B的基础施工装置7B包括固定导向装置7B-1和组合装置7B-2，组合装置7B-2包括链刀动力传动装置7B-2-1、弃土处理装置7B-2-2和机架7B-2-3。
所述的底部带有挖掘刀的螺旋筒形基础和施工时底部带有链刀的基础是分段制造的。
所述的具体施工法包括如下步骤：
1)在工厂分段或整体预制基础1；
2)将施工船3运行至现场设定的位置；
3)将船体支撑装置3-1支撑于水底，将施工船3抬至设定的高度；
4)安装岸上辅助支撑装置5和连接机架4；
5)在连接机架4上安装起重装置6；
6)用起重装置6将施工船3上的基础施工装置7吊运至施工位置；
7)起重装置6将第一段基础1-1吊运至施工位置；
8)基础施工装置7将第一段基础1-1下沉至设定深度；
9)起重装置6将第二段基础1-2吊运至施工位置；
10)基础施工装置7将第二段基础1-2下沉至设定深度；
11)重复9)和10)作业，完成第一根基础1的施工；
重复上述作业，完成全部基础1的施工。
所述的基础1是桥梁基础。
结合附图进一步说明：
如图1～图3所示,基础1为底部带有挖掘刀的螺旋筒形基础1A，挖掘刀仅挖掘基础1A底部环状面积内的岩土，基础1A的施工装置为基础施工装置7A；用于岸边基础1的施工装置2包括施工船3、连接机架4、岸上辅助支撑装置5、起重装置6和基础施工装置7，连接机架4的一端支撑在施工船3上，另一端支撑在装置5上，连接机架4上安装有起重装置6，基础施工装置7A包括固定导向装置7A-1和组合装置7A-2，组合装置7A-2包括旋转装置7A-2-1和下降速度控制装置7A-2-2，施工时，驱动旋转装置7A-2-1使基础1A旋转，通过下降速度控制装置7A-2-2控制筒体基础1A的下降速度，使基础1A底部的刀具1A-3切削基础1A底部的环状岩土，在底部锥面的作用下，将已切削的岩土导入基础1A的螺旋叶片1A-4内，螺旋叶片1A-4将底部已切削的岩土输送至上方，并逐渐下降至设定位置。
如图4～图10所示，基础1为施工时底部带有链刀8的基础1B，链刀8仅挖掘基础1B底部的岩土，基础1B的施工装置为基础施工装置7B；基础1B施工结束后，施工装置2的组成部分均位于施工船3上，随施工船3一起从一地运行至另一地；连接机架4的上方设有起重装置6运行的轨道，起重装置6在X方向运行或在X和Y两方向运行。基础施工装置7B包括固定导向装置7B-1和组合装置7B-2，组合装置7B-2包括链刀动力传动装置7B-2-1、弃土处理装置7B-2-2和机架7B-2-3，装置7B-2-1驱动链刀8沿着基础1B上的轨道运行，链刀8挖掘基础1B底部的岩土，并将已挖掘的岩土带至上方，装置7B-2-2将链刀8从基础1B底部带上来的岩土与链刀8分离，装置7B-2随着基础1B一起同步下降。
如图11～图17所示，用于岸边基础1B的施工装置的具体施工法包括如下 步骤：
1)在工厂分段或整体预制基础1B；
2)将施工船3运行至现场设定的位置；
3)将船体支撑装置3-1支撑于水底，将施工船3抬至设定的高度；
4)安装岸上辅助支撑装置5和连接机架4；
5)在连接机架4上安装起重装置6；
6)用起重装置6将施工船3上的基础施工装置7吊运至施工位置；
7)起重装置6将第一段基础1B-1吊运至施工位置；
8)基础施工装置7将第一段基础1B-1下沉至设定深度；
9)起重装置6将第二段基础1B-2吊运至施工位置；
10)基础施工装置7将第二段基础1B-2下沉至设定深度；
11)重复9)和10)作业，完成第一根基础1B的施工；
重复上述作业，完成全部基础1B的施工。

Claims (9)

  1. 一种用于岸边基础的施工装置，其特征是用于岸边基础(1)的施工装置(2)包括施工船(3)、连接机架(4)、岸上辅助支撑装置(5)、起重装置(6)和基础施工装置(7)，岸边基础(1)是底部带有挖掘刀的螺旋筒形基础(1A)或施工时底部带有链刀的基础(1B)，挖掘刀仅挖掘螺旋筒形基础(1A)底部环状面积内的岩土，链刀仅挖掘基础(1B)底部的岩土；连接机架(4)的一端支撑在施工船(3)上，另一端支撑在装置(5)上，连接机架(4)上安装有起重装置(6)。
  2. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的施工船(3)设有船体支撑装置(3-1)，船体支撑装置(3-1)支撑于水底，承担全部或部分施工船(3)的重量。
  3. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的基础(1)施工结束后，施工装置(2)的组成部分均位于施工船(3)内，随施工船(3)一起从一地运行至另一地。
  4. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的连接机架(4)的上方设有起重装置(6)运行的轨道，起重装置(6)在X方向运行或在X和Y两方向运行。
  5. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的底部带有挖掘刀的螺旋筒形基础(1A)的基础施工装置(7A)包括固定导向装置(7A-1)和组合装置(7A-2)，组合装置(7A-2)包括旋转装置(7A-2-1)和下降速度控制装置(7A-2-2)。
  6. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的施工时底部带有链刀的基础(1B)的基础施工装置(7B)包括固定导向装置(7B-1)和组合装置(7B-2)，组合装置(7B-2)包括链刀动力传动装置(7B-2-1)、弃土处理装置(7B-2-2)和机架(7B-2-3)。
  7. 根据权利要求5、6所述的一种用于岸边基础的施工装置，其特征是所述的底部带有挖掘刀的螺旋筒形基础和施工时底部带有链刀的基础是分段制造的。
  8. 根据权利要求2、3、4、7所述的一种用于岸边基础的施工装置，其特征是所述的具体施工法包括如下步骤：
    1)在工厂分段或整体预制基础(1)；
    2)将施工船(3)运行至现场设定的位置；
    3)将船体支撑装置(3-1)支撑于水底，将施工船(3)抬至设定的高度；
    4)安装岸上辅助支撑装置(5)和连接机架(4)；
    5)在连接机架(4)上安装起重装置(6)；
    6)用起重装置(6)将施工船(3)上的基础施工装置(7)吊运至施工位置；
    7)起重装置(6)将第一段基础(1-1)吊运至施工位置；
    8)基础施工装置(7)将第一段基础(1-1)下沉至设定深度；
    9)起重装置(6)将第二段基础(1-2)吊运至施工位置；
    10)基础施工装置(7)将第二段基础(1-2)下沉至设定深度；
    11)重复9)和10)作业，完成第一根基础(1)的施工；
    重复上述作业，完成全部基础(1)的施工。
  9. 根据权利要求1所述的一种用于岸边基础的施工装置，其特征是所述的基础(1)是桥梁基础。
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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5985021A (ja) * 1982-11-05 1984-05-16 Kajima Corp 地下連続壁工法及びその工法に使用する装置
JPS62233328A (ja) * 1986-04-01 1987-10-13 Fusao Sakano 爪付篦型バケットを備えた掘削装置本体を介して置き去り式に擁壁を設置する設置装置
JPH04179726A (ja) * 1990-11-13 1992-06-26 Kazutoshi Isachi 簡易地下連続壁工法における壁体用部材と該壁体用部材を使用した簡易地下連続壁工法
EP0592268A1 (fr) * 1992-10-05 1994-04-13 Entreprises Morillon Corvol Courbot S.A. Ponton de service
JPH11209980A (ja) * 1997-11-19 1999-08-03 Wakachiku Constr Co Ltd 水中にある捨石面を均す方法
CN202828024U (zh) * 2012-09-05 2013-03-27 三一集团有限公司 一种起重打桩船
CN204078022U (zh) * 2014-08-06 2015-01-07 杨炎林 江河航道护岸施工专用工程船
CN105821874A (zh) * 2016-03-28 2016-08-03 王燏斌 螺旋筒形基础施工法
CN106428436A (zh) * 2016-10-18 2017-02-22 中交第二航务工程局有限公司 近岸水上作业平台
CN106759460A (zh) * 2017-03-17 2017-05-31 王燏斌 一种用于岸边基础的施工装置及其施工法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101148890B (zh) * 2007-11-08 2010-05-19 中交公路规划设计院有限公司 桥梁沉箱复合桩基础及其逆作建造方法
CN102031766A (zh) * 2009-09-28 2011-04-27 符卫平 水电堰坝修筑机
CN201809075U (zh) * 2010-07-31 2011-04-27 卫华集团有限公司 一种内陆河码头装卸用桥架式起重机
CN102926949B (zh) * 2012-11-19 2014-10-15 天津大学 一种海上风电整机浮运方法
CN207419515U (zh) * 2017-03-17 2018-05-29 王燏斌 一种用于岸边基础的施工装置

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5985021A (ja) * 1982-11-05 1984-05-16 Kajima Corp 地下連続壁工法及びその工法に使用する装置
JPS62233328A (ja) * 1986-04-01 1987-10-13 Fusao Sakano 爪付篦型バケットを備えた掘削装置本体を介して置き去り式に擁壁を設置する設置装置
JPH04179726A (ja) * 1990-11-13 1992-06-26 Kazutoshi Isachi 簡易地下連続壁工法における壁体用部材と該壁体用部材を使用した簡易地下連続壁工法
EP0592268A1 (fr) * 1992-10-05 1994-04-13 Entreprises Morillon Corvol Courbot S.A. Ponton de service
JPH11209980A (ja) * 1997-11-19 1999-08-03 Wakachiku Constr Co Ltd 水中にある捨石面を均す方法
CN202828024U (zh) * 2012-09-05 2013-03-27 三一集团有限公司 一种起重打桩船
CN204078022U (zh) * 2014-08-06 2015-01-07 杨炎林 江河航道护岸施工专用工程船
CN105821874A (zh) * 2016-03-28 2016-08-03 王燏斌 螺旋筒形基础施工法
CN106428436A (zh) * 2016-10-18 2017-02-22 中交第二航务工程局有限公司 近岸水上作业平台
CN106759460A (zh) * 2017-03-17 2017-05-31 王燏斌 一种用于岸边基础的施工装置及其施工法

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