CN116356906A - Construction system and construction method for lake micro-disturbed vegetation to absorb sand - Google Patents

Construction system and construction method for lake micro-disturbed vegetation to absorb sand Download PDF

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CN116356906A
CN116356906A CN202310417315.5A CN202310417315A CN116356906A CN 116356906 A CN116356906 A CN 116356906A CN 202310417315 A CN202310417315 A CN 202310417315A CN 116356906 A CN116356906 A CN 116356906A
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sand
flushing
pipe
sucking
devices
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丁明明
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SHANGHAI ERSU MACHINERY EQUIPMENT CO Ltd
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SHANGHAI ERSU MACHINERY EQUIPMENT CO Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/28Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
    • E02F5/282Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with rotating cutting or digging tools
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/8833Floating installations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9212Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
    • E02F3/9218Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with jets
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9212Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
    • E02F3/9225Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with rotating cutting elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9293Component parts of suction heads, e.g. edges, strainers for preventing the entry of stones or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/28Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
    • E02F5/287Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with jet nozzles

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

The invention relates to a construction system and a construction method for absorbing sand of micro-disturbance vegetation in a lake, wherein a plurality of sand absorbing devices are arranged on an assembled floating platform at intervals, the sand absorbing devices are arranged in a multi-row and multi-column mode, a flushing device is arranged between every two adjacent sand absorbing devices, a flushing pipe of the flushing device sprays high-pressure water flow into a raised sand hill area to flush a sand layer of the sand hill area to a surrounding sand absorbing pipe, all sand in the sand hill area is absorbed by the sand absorbing pipe, sand absorption is completed under the condition of not disturbing a mud layer and vegetation, the mud layer and vegetation integrally move downwards after sand absorption, and the lake bottom is smooth and has no recess; the construction system of the invention has a plurality of groups of sand sucking devices and flushing devices which work simultaneously, the construction range is wide, sand can be sucked at the bottom of a large-area lake by one-time construction, and compared with a sand sucking ship with a single sand sucking pipe, the sand sucking efficiency is improved in a doubling way.

Description

湖泊微扰动植被吸砂的施工系统及施工方法Construction system and construction method for lake micro-disturbed vegetation to absorb sand

技术领域technical field

本发明涉及水下吸砂清淤技术领域,具体涉及一种湖泊微扰动植被吸砂的施工系统及施工方法。The invention relates to the technical field of underwater sand suction dredging, in particular to a construction system and a construction method for lake micro-disturbance vegetation sand suction.

背景技术Background technique

如图1所示,大型湖泊底部(例如洞庭湖)自上而下有泥层和砂层,泥层上生长有植被,常见的不扰动植被的采砂方式是使用钻探式吸砂船,钻探头穿过泥层进入砂层,吸砂管将砂层吸出,希望吸出砂层后,泥层和植被整体竖直下移,下移后的泥层和植被表面基本平整,达到微扰动泥层和植被吸出砂层的目的。As shown in Figure 1, the bottom of a large lake (such as Dongting Lake) has mud and sand layers from top to bottom, and vegetation grows on the mud layer. A common sand mining method that does not disturb the vegetation is to use a drilling sand suction ship. The head passes through the mud layer and enters the sand layer, and the sand suction pipe sucks out the sand layer. It is hoped that after the sand layer is sucked out, the mud layer and vegetation will move down vertically. and vegetation for the purpose of sucking out the sand layer.

但事实上,现有技术的钻探式吸砂船都为单个钻探头工作,单个钻探头穿过泥层,先吸走钻探头周围的砂子,吸走的砂子上方的泥和植被因支撑力缺失而向下坍塌,钻探头周围坍塌成倾斜状的泥层,进一步阻碍钻探头吸砂;单钻探头离开第一个吸砂点,再进入旁边的第二个吸砂点工作,重复前述的钻探头周围泥层和植被坍塌后,两个吸砂点之间会形成小砂丘(图1所示),如此进行下去,每相邻两个吸砂点之间都会有小砂丘,湖底形成一个个小砂丘,高低不平,无法达到微扰动吸砂的目的。But in fact, the drilling-type sand suction ships of the prior art all work for a single drilling head, and a single drilling head passes through the mud layer, and first sucks away the sand around the drilling head, and the mud and vegetation above the sucked sand are due to lack of support. When it collapses downward, the surrounding of the drill head collapses into an inclined mud layer, which further hinders the sand suction of the drill head; the single drill head leaves the first sand suction point, and then enters the second sand suction point next to it to work, repeating the aforementioned drilling After the mud layer and vegetation around the head collapse, small sand dunes will form between two sand suction points (as shown in Figure 1). Small sand dunes are uneven and cannot achieve the purpose of micro-disturbance sand suction.

另一个缺点是,钻探式吸砂船单个钻探头工作,对于大面积的湖泊,工作效率太低。Another disadvantage is that the drilling type sand suction ship works with a single drilling head, and the work efficiency is too low for large-area lakes.

发明内容Contents of the invention

针对上述现有技术的缺点或不足,本发明要解决的技术问题是提供一种湖泊微扰动植被吸砂的施工系统及施工方法,能消除湖底吸砂形成的小砂丘,真正实现不扰动泥层和植被情况下吸砂,而且湖底平整无凹坑,并且效率大大提高。In view of the shortcomings or deficiencies of the above-mentioned prior art, the technical problem to be solved by the present invention is to provide a construction system and construction method for slightly disturbing vegetation to absorb sand in the lake, which can eliminate the small sand dunes formed by the sand absorption at the bottom of the lake, and truly realize the non-disturbance of the mud layer. And under the condition of vegetation, it can absorb sand, and the bottom of the lake is flat without pits, and the efficiency is greatly improved.

为解决上述技术问题,本发明具有如下构成:In order to solve the problems of the technologies described above, the present invention has the following constitutions:

湖泊微扰动植被吸砂的施工系统,包括漂浮平台,在漂浮平台上有间距地安装多个吸砂装置,吸砂装置按照多行和多列方式排布,每套吸砂装置具有一个能直接进入砂层的吸砂管向外部吸砂,在每上下左右相邻的四个吸砂管中间安装一套冲水装置,冲水装置具有能进入砂层喷出高压水流的冲水管,高压水流将中间的砂子冲向相邻四个吸砂装置的吸砂管处,多个吸砂装置、多个冲水装置分别同步工作。The sand-absorbing construction system for micro-disturbed vegetation in lakes includes a floating platform on which multiple sand-absorbing devices are installed at intervals. The sand-absorbing devices are arranged in multiple rows and columns. Each set of sand-absorbing devices has a The sand suction pipe that enters the sand layer absorbs sand to the outside, and a set of flushing device is installed in the middle of each of the four adjacent sand suction pipes. The flushing device has a flushing pipe that can enter the sand layer and spray high-pressure water flow. The sand in the middle is rushed to the sand suction pipes of four adjacent sand suction devices, and multiple sand suction devices and multiple flushing devices work synchronously.

进一步,每行或/和每列相邻两个吸砂装置的吸砂管之间距离相等,每个冲水装置的冲水管与上下左右相邻的四个吸砂管距离相等。Further, the distances between the sand suction pipes of two adjacent sand suction devices in each row or/and column are equal, and the distance between the flushing pipes of each flushing device is equal to the four adjacent sand suction pipes up, down, left, and right.

可以在漂浮平台的其中两条边的边缘处设置一行和/或一列冲水装置,冲水装置的间距与其他行或列的冲水装置的间距相同。A row and/or column of flushing devices can be arranged at the edge of two sides of the floating platform, and the spacing of the flushing devices is the same as that of other rows or columns of flushing devices.

湖泊微扰动植被吸砂的施工系统,还包括作业管理系统,作业管理系统与各吸砂装置和各冲水装置电连接,自动控制吸砂装置和冲水装置各动力装置的启停,和对施工系统准确定位。The sand-absorbing construction system for micro-disturbed vegetation in lakes also includes an operation management system, which is electrically connected to each sand-absorbing device and each flushing device, and automatically controls the start and stop of each power unit of the sand-absorbing device and flushing device, and The construction system is accurately positioned.

上述冲水装置包括冲水管和冲水管立柱,冲水管为中空长圆管,冲水管立柱为竖直设置的细高中空框架,底部安装在漂浮平台上,冲水管由卷扬机吊装在冲水管立柱中,卷扬机驱动冲水管沿冲水管立柱上下移动,冲水泵安装在漂浮平台上,高压水管连接冲水泵与冲水管。冲水管前端为锥形端部,锥面上沿圆周均布多个排水孔。The above-mentioned flushing device includes a flushing pipe and a flushing pipe column, the flushing pipe is a hollow long round pipe, the flushing pipe column is a vertical thin hollow frame, the bottom is installed on a floating platform, the flushing pipe is hoisted in the flushing pipe column by a winch, The hoist drives the flushing pipe to move up and down along the column of the flushing pipe, the flushing pump is installed on the floating platform, and the high-pressure water pipe connects the flushing pump and the flushing pipe. The front end of the flushing pipe is a tapered end, and a plurality of drainage holes are uniformly distributed along the circumference of the tapered surface.

吸砂装置为钻探式吸砂装置,钻探式吸砂装置包括安装于漂浮平台的立柱,卷扬机和滑轮组牵引搅动组件沿立柱上下移动;搅动组件包括竖直设置的吸砂管,吸砂管为空心圆管,吸砂管上方固定方形的空心柱,吸砂管内同轴设置钻杆,钻杆上端连接安装在空心柱上方的搅动电机,钻杆下端部是搅动叶片和钻头,搅动电机驱动钻杆在吸砂管内旋转;钻探式吸砂装置还包括高压水泵和高压水管,高压水泵固定于漂浮平台,高压水管另一端穿入吸砂管内部通向钻头处,高压水管一边向砂层喷入高压水流,钻头一边搅动砂层;吸砂泵安装于漂浮平台,吸砂泵通过钢丝胶管与吸砂管连通,高压水泵和吸砂泵分别位于吸砂管的两侧。The sand suction device is a drilling type sand suction device. The drilling type sand suction device includes a column installed on the floating platform, and the hoist and the pulley block pull the agitation assembly to move up and down along the column; the agitation assembly includes a vertical sand suction pipe, and the sand suction pipe is hollow. A round pipe, a square hollow column is fixed above the sand suction pipe, and a drill pipe is coaxially arranged in the sand suction pipe. The upper end of the drill pipe is connected to the stirring motor installed above the hollow column, and the lower end of the drill pipe is the stirring blade and the drill bit, and the stirring motor drives the drill pipe. It rotates in the sand suction pipe; the drilling type sand suction device also includes a high-pressure water pump and a high-pressure water pipe. The high-pressure water pump is fixed on the floating platform. The other end of the high-pressure water pipe penetrates into the sand suction pipe to the drill bit. The water flow and the drill bit stir the sand layer; the sand suction pump is installed on the floating platform, and the sand suction pump is connected to the sand suction pipe through a steel wire rubber hose. The high-pressure water pump and the sand suction pump are respectively located on both sides of the sand suction pipe.

湖泊微扰动植被吸砂的施工方法,按如下步骤进行:The construction method for lake micro-disturbance vegetation to absorb sand is carried out as follows:

S1组装漂浮平台:在第一作业区域内,将多个浮箱联接拼装成一个漂浮平台;S1 Floating platform assembly: In the first operation area, multiple floating tanks are connected and assembled into a floating platform;

S2固定漂浮平台:用锚将漂浮平台锚定在水中;S2 fix the floating platform: anchor the floating platform in the water with an anchor;

S3安装吸砂装置:在漂浮平台上有间距地安装多个吸砂装置,吸砂装置按照多行和多列方式排布,每套吸砂装置具有一个能直接进入砂层的吸砂管向外吸砂;S3 Installation of sand suction devices: Install multiple sand suction devices at intervals on the floating platform. The sand suction devices are arranged in multiple rows and columns. Each set of sand suction devices has a sand suction pipe that can directly enter the sand layer. Suction sand;

S4安装冲水装置:在每上下左右相邻的四个吸砂装置中间安装一套冲水装置,冲水装置具有能进入砂层喷出高压水流的冲水管,每套冲水装置将砂子冲向相邻四个吸砂装置的吸砂管处;S4 Install the flushing device: install a set of flushing device among the four adjacent sand suction devices up, down, left, and right. The flushing device has a flushing pipe that can enter the sand layer and spray high-pressure water. To the sand suction pipes of four adjacent sand suction devices;

S5安装发电机组:在漂浮平台上均布安装多个发电机组,并将吸砂装置、冲水装置的各动力源与发电机组电连接;S5 Install generator sets: install multiple generator sets evenly on the floating platform, and electrically connect the power sources of the sand suction device and flushing device with the generator sets;

S6 进行第一作业区域吸砂,分别同时启动多套吸砂装置和多套冲水装置,吸砂管和冲水管向下移动进入砂层后,吸砂管一边吸砂冲水管一边喷出高压水流,砂子被冲至每个冲水管相邻的四个吸砂管处并被吸出,完成吸砂后,吸砂管和冲水管上移复位,关停吸砂装置和冲水装置。S6 Suction sand in the first operation area, respectively start multiple sets of sand suction devices and multiple sets of flushing devices at the same time, after the sand suction pipe and flushing pipe move down into the sand layer, the sand suction pipe sucks sand while the flushing pipe sprays out high pressure Water flow, sand is rushed to the four sand suction pipes adjacent to each flushing pipe and sucked out. After sand suction is completed, the sand suction pipe and the flushing pipe move up and reset, and the sand suction device and the flushing device are turned off.

在S6之后可进行S7 移动施工系统:完成第一作业区域吸砂后,确定第二作业区域,松开一侧铰缆机缆绳再收紧另一侧铰缆机缆绳,施工系统向预定方向移动,逐步移至目标位置后,将漂浮平台锚定在第二作业区域,重复S6。After S6, S7 mobile construction system can be carried out: after the sand suction in the first operation area is completed, the second operation area is determined, the cable of one side is loosened and the cable of the other side is tightened, and the construction system moves to the predetermined direction , after gradually moving to the target position, the floating platform is anchored in the second operation area, and S6 is repeated.

在S5与S6之间增加安装作业管理系统:在漂浮平台上安装作业管理系统,将作业管理系统与各吸砂装置和各冲水装置连接,作业管理系统自动控制吸砂装置和冲水装置各动力装置的启停,和对施工系统准确定位。Add an operation management system between S5 and S6: install an operation management system on the floating platform, connect the operation management system with each sand suction device and each flushing device, and the operation management system automatically controls the sand suction device and each flushing device. Start and stop of the power unit, and accurate positioning of the construction system.

安装冲水装置的具体步骤为:先在漂浮平台上固定冲水管立柱和卷扬机,再将卷扬机和冲水管上的滑轮连接,卷扬机将冲水管吊装于冲水管立柱内,最后在漂浮平台上安装冲水泵,冲水泵用高压水管与冲水管连接。The specific steps for installing the flushing device are as follows: first fix the flushing pipe column and the hoist on the floating platform, then connect the hoisting machine with the pulley on the flushing pipe, the hoisting machine lifts the flushing pipe into the flushing pipe column, and finally install the flushing machine on the floating platform. The water pump and the flushing pump are connected with the flushing pipe with a high-pressure water pipe.

进一步,S3安装吸砂装置时,每行或/和每列相邻两个吸砂装置的吸砂管之间距离相等。Further, when S3 installs the sand suction device, the distance between the sand suction pipes of two adjacent sand suction devices in each row or/and column is equal.

进一步,S4安装冲水装置时,每个冲水管与上下左右相邻的四个吸砂管的距离相等,在漂浮平台的其中两条边的边缘处设置一行和/或一列冲水装置,冲水装置的间距与其他行或列的冲水装置的间距相同。Further, when installing the flushing device in S4, the distance between each flushing pipe and the four adjacent sand suction pipes up, down, left, and right is equal, and one row and/or one row of flushing devices are arranged at the edges of two sides of the floating platform to flush The spacing of the water fixtures is the same as that of the flushing fixtures of other rows or columns.

与现有技术相比,本发明的优点在于:Compared with the prior art, the present invention has the advantages of:

本发明的施工系统和施工方法,在吸砂装置中间增加冲水装置,冲水装置的冲水管向凸起的砂丘区域喷入高压水流,将砂丘区域的砂层冲向周围的吸砂管处,砂丘区域的全部砂子被吸砂管吸走,实现在不扰动泥层和植被的情况下完成吸砂,吸砂后泥层和植被整体下移,湖底平整无凹陷。In the construction system and construction method of the present invention, a flushing device is added in the middle of the sand suction device, and the flushing pipe of the flushing device sprays high-pressure water flow into the raised sand dune area, and the sand layer in the sand dune area is flushed to the surrounding sand suction pipe. , all the sand in the dune area is sucked away by the sand suction pipe, and the sand suction can be completed without disturbing the mud layer and vegetation. After the sand is sucked, the mud layer and vegetation move down as a whole, and the lake bottom is flat without depressions.

本发明的施工系统和施工方法包含多组同时工作的吸砂装置和冲水装置,施工范围大,一次施工就能对大面积湖底进行吸砂,相比单个吸砂管的吸砂船,本施工系统群钻吸砂成倍地极大地提高了吸砂效率。The construction system and construction method of the present invention include multiple sets of sand suction devices and flushing devices that work simultaneously. The construction range is large, and a large area of lake bottom can be sucked in one construction. Compared with the sand suction ship with a single sand suction pipe, this The construction system group drills and absorbs sand, which doubles and greatly improves the efficiency of sand absorption.

吸砂装置和冲水装置按照每行和/或每列相邻两个吸砂装置的吸砂管之间距离相等、每个冲水装置的冲水管与上下左右相邻的四个吸砂管距离相等的方式进行设置,中间的冲水管的高压水流能均等地将砂子冲至四个吸砂管,然后被吸出,消除小砂丘的效果更好,湖底更平整。而且施工系统的多个设备之间等距设置,布置管道和布线更方便,整体布局也更美观。The sand suction device and the flushing device are arranged according to the same distance between the sand suction pipes of two adjacent sand suction devices in each row and/or column, and the flushing pipe of each flushing device is connected to the four adjacent sand suction pipes up, down, left, and right. The distances are equal, and the high-pressure water flow from the flushing pipe in the middle can evenly flush the sand to the four sand suction pipes, and then be sucked out. The effect of eliminating small sand dunes is better, and the lake bottom is smoother. Moreover, multiple devices in the construction system are arranged equidistantly, which makes it more convenient to arrange pipelines and wiring, and the overall layout is also more beautiful.

在漂浮平台的其中两条边的边缘处设置一行和/或一列冲水装置,使两个作业区域交界处无遗漏,达到湖底施工区域全部平整的吸砂效果。One row and/or one row of flushing devices are arranged at the edge of two sides of the floating platform, so that the junction of the two operation areas is not missed, and the effect of sand suction is achieved that the construction area at the bottom of the lake is completely flat.

本发明施工系统和施工方法所使用的冲水装置,其冲水管同时具有钻头和喷水的作用,使冲水装置具有无扰动穿过湖底泥层进入砂层的能力,并能直接喷射高压水流消除小砂丘。钻探式吸砂装置可以穿过泥层和植被进入砂层而不扰动泥层和植被,是不扰动取砂的理想设备。The flushing device used in the construction system and construction method of the present invention, the flushing pipe has the functions of drill bit and water spray at the same time, so that the flushing device has the ability to pass through the lake bottom mud layer and enter the sand layer without disturbance, and can directly spray high-pressure water flow Eliminate small sand dunes. The drilling type sand suction device can enter the sand layer through the mud layer and vegetation without disturbing the mud layer and vegetation, and is an ideal equipment for sand extraction without disturbance.

本发明的施工方法中,漂浮平台由浮箱现场拼装而成,浮箱预先在工厂按统一尺寸定做,浮箱上自带联接部件,现场组装非常方便,而且可以根据实际情况调整装配方案,漂浮平台上的设备也分体运至施工地点,再现场组装在漂浮平台上,这样的分体运输再组装的方式方便运输和转场。In the construction method of the present invention, the floating platform is assembled on-site by buoyant tanks, which are customized in the factory in advance according to a uniform size. The equipment on the platform is also separately transported to the construction site, and then assembled on the floating platform on site. This method of separate transportation and reassembly is convenient for transportation and transfer.

本发明的施工系统移动时,利用漂浮平台四个角安装的绞缆机和锚,先松开一侧铰缆机缆绳再收紧另一侧铰缆机缆绳,施工系统向预定方向移动,逐步移至目标位置,这种移动方式不需要附加外部动力装置,是一种低成本可靠的移动方式。When the construction system of the present invention moves, use the cable winches and anchors installed at the four corners of the floating platform to first loosen the cables of one side of the winch and then tighten the cables of the other side of the winch, and the construction system will move in a predetermined direction, step by step Moving to the target position, this method of movement does not require additional external power devices, and is a low-cost and reliable method of movement.

附图说明Description of drawings

图1:背景技术的湖底砂层示意图;Fig. 1: the schematic diagram of the lake bottom sand layer of background technology;

图2:本发明的施工系统和施工方法的原理图;Fig. 2: the schematic diagram of construction system and construction method of the present invention;

图3:本发明的施工系统的主视图;Fig. 3: the front view of construction system of the present invention;

图4:本发明的施工系统的俯视图;Fig. 4: the top view of construction system of the present invention;

图5:本发明的施工系统的立体图;Fig. 5: the perspective view of construction system of the present invention;

图6:本发明的冲水装置的冲水管的剖面图;Fig. 6: the sectional view of the flushing pipe of the flushing device of the present invention;

图7:本发明的施工系统的吸砂状态下的主视图。Fig. 7: A front view of the construction system of the present invention in a sand-absorbing state.

图中各符号表示含义如下:The meanings of the symbols in the figure are as follows:

漂浮平台100,浮箱110;吸砂装置200 ,吸砂管210,空心柱220、立柱230、钻杆240、钻头241、搅动叶片242、搅动电机250、搅动组件260、高压水泵270,吸砂泵280;冲水装置300,冲水管310,排水孔311,冲水管立柱320,冲水泵330;发电机组400、绞缆机500、锚510,作业管理系统600。Floating platform 100, floating tank 110; sand suction device 200, sand suction pipe 210, hollow column 220, column 230, drill pipe 240, drill bit 241, stirring blade 242, stirring motor 250, stirring assembly 260, high pressure water pump 270, sand suction Pump 280; flushing device 300, flushing pipe 310, drain hole 311, flushing pipe column 320, flushing pump 330; generator set 400, cable winch 500, anchor 510, operation management system 600.

具体实施方式Detailed ways

以下将结合附图对本发明的构思、具体结构及产生的技术效果作进一步说明,以充分地了解本发明的目的、特征和效果。The idea, specific structure and technical effects of the present invention will be further described below in conjunction with the accompanying drawings, so as to fully understand the purpose, features and effects of the present invention.

本发明的湖泊微扰动植被吸砂的施工系统和方法的工作原理,如图2所示,将多套吸砂装置200集合于一个拼装而成的大漂浮平台,在相邻吸砂装置200的吸砂管210之间的吸砂盲区会形成小砂丘(简称砂丘区域),在小砂丘上方设置冲水装置300,从冲水装置300的冲水管310喷出的高压水流将小砂丘的砂子冲向相邻吸砂管210处,被吸砂装置200吸走,以消除吸砂过程中湖底形成的起伏不平的砂丘,达到吸砂后湖底泥层和植被整体下移且表面平整的目的,实现不扰动植被吸砂。而且多个吸砂装置200同时工作,也大大提高了吸砂效率。The working principle of the construction system and method for sand-absorbing lake micro-disturbance vegetation of the present invention, as shown in FIG. The sand suction blind area between the sand suction pipes 210 will form a small sand dune (referred to as the sand dune area), and a flushing device 300 is installed above the small sand dune, and the high-pressure water flow ejected from the flushing pipe 310 of the flushing device 300 flushes the sand in the small sand dune. To the adjacent sand suction pipe 210, it is sucked away by the sand suction device 200 to eliminate the undulating sand dunes formed on the bottom of the lake during the sand suction process, so as to achieve the goal of moving down the lake bottom mud layer and vegetation as a whole after sand suction, and achieving a smooth surface. Do not disturb vegetation to absorb sand. Moreover, multiple sand suction devices 200 work at the same time, which greatly improves the sand suction efficiency.

以下通过实施例对湖泊微扰动植被吸砂的施工系统加以说明。The construction system for absorbing sand by micro-disturbance vegetation in lakes will be described below through examples.

实施例一Embodiment one

湖泊微扰动植被吸砂的施工系统包括能漂浮于水面的漂浮平台100,在漂浮平台100上有间距地安装多个吸砂装置200,吸砂装置200按照多行和多列方式排布,每套吸砂装置200具有一个能直接进入砂层的吸砂管210向外部吸砂,在每上下左右相邻的四个吸砂管210中间安装一套冲水装置300,冲水装置300具有能进入砂层喷出高压水流的冲水管310,高压水流将中间的砂子冲向相邻四个吸砂装置200的吸砂管210处,多个吸砂装置200、多个冲水装置300分别同步工作。The sand-absorbing construction system for micro-disturbed vegetation in lakes includes a floating platform 100 that can float on the water surface. A plurality of sand-absorbing devices 200 are installed at intervals on the floating platform 100. The sand-absorbing devices 200 are arranged in multiple rows and columns. The sand suction device 200 has a sand suction pipe 210 that can directly enter the sand layer to suck sand to the outside, and a set of flushing device 300 is installed in the middle of each of the four adjacent sand suction pipes 210 up, down, left, and right. The flushing device 300 has the ability to The flushing pipe 310 that enters the sand layer and ejects high-pressure water flow, the high-pressure water rushes the sand in the middle to the sand suction pipes 210 of the four adjacent sand suction devices 200, and multiple sand suction devices 200 and multiple flushing devices 300 are synchronized respectively Work.

施工系统工作时,启动吸砂装置200和冲水装置300,所有吸砂装置200和冲水装置300分别驱动吸砂管210和冲水管310同步下移进入砂层,再启动吸砂装置200吸砂、冲水装置300喷水,吸砂装置200一边搅拌吸砂,冲水装置300的冲水管310一边向相邻四个吸砂管210之间凸起的砂丘区域喷入高压水流,砂子被冲至相邻的四个吸砂管210处并被吸出,砂丘区域的砂子被吸砂管210吸走,砂层被全部吸走,泥层和植被在不被扰动的情况下整体下移,湖底平整无凹凸不平。When the construction system is working, start the sand suction device 200 and the flushing device 300, and all the sand suction devices 200 and flushing devices 300 respectively drive the sand suction pipe 210 and the flushing pipe 310 to move down into the sand layer synchronously, and then start the sand suction device 200 to suck Sand, water flushing device 300 sprays water, while sand suction device 200 stirs and absorbs sand, the flushing pipe 310 of flushing device 300 sprays high-pressure water flow into the sand dune area raised between adjacent four sand suction pipes 210, and the sand is Flushing to the adjacent four sand suction pipes 210 and being sucked out, the sand in the dune area is sucked away by the sand suction pipes 210, the sand layer is completely sucked away, and the mud layer and vegetation move down as a whole without being disturbed. The bottom of the lake is flat without unevenness.

吸砂装置200的吸砂管210和冲水装置300的冲水管310的结构,要能穿过而不扰动泥层和植被,直接进入砂层,一般前端为带有尖端或锥面的钻头状。The structure of the sand suction pipe 210 of the sand suction device 200 and the flushing pipe 310 of the flushing device 300 must be able to pass through without disturbing the mud layer and vegetation, and directly enter the sand layer. Generally, the front end is a drill bit with a tip or a cone .

本施工系统在每四个吸砂管210中间的砂丘区域上方设置冲水装置300,将施工中形成砂丘的砂子冲向相邻四个吸砂管210处被吸出,以消除砂丘区域,使湖底泥层和植被整体下移,且湖底平整无凹坑。In this construction system, a flushing device 300 is set above the sand dune area in the middle of every four sand suction pipes 210, and the sand formed in the sand dune during construction is rushed to the adjacent four sand suction pipes 210 to be sucked out, so as to eliminate the sand dune area and make the lake bottom The mud layer and vegetation moved down as a whole, and the bottom of the lake was flat without pits.

漂浮平台100由多个浮箱110拼接而成,浮箱110是由金属板材焊接的空的长方体箱体,可以漂浮在湖面,浮箱体积小,便于制作和运输,在现场又能根据实际情况自由拼装,灵活性强。浮箱的体积和数量根据漂浮平台100所承载的设备重量、吃水深度计算而定。The floating platform 100 is spliced by a plurality of buoyant tanks 110. The buoyant tank 110 is an empty cuboid box welded by metal plates, which can float on the lake. The buoyant tanks are small in size and easy to manufacture and transport. Free assembly, strong flexibility. The volume and quantity of the buoyancy tanks are calculated according to the weight of equipment carried by the floating platform 100 and the draft.

如图4所示,例如每个浮箱110长24米×宽4米,以横向放置按12行×2列摆放,拼成48米×48米的漂浮平台100,漂浮平台100上可安装16套吸砂装置200和12套冲水装置300,即16个吸砂管210同时吸砂,12个冲水管310同时冲散其周围四个吸砂管210中间形成的砂丘区域,这组施工系统一次能对2304平方米的湖底面积进行吸砂,相比单个吸砂管的吸砂船,本施工系统群钻吸砂成倍地提高了吸砂效率。As shown in Figure 4, for example, each pontoon 110 is 24 meters long x 4 meters wide, and placed horizontally in 12 rows x 2 columns to form a floating platform 100 of 48 meters x 48 meters, which can be installed on the floating platform 100. 16 sets of sand suction devices 200 and 12 sets of flushing devices 300, that is, 16 sand suction pipes 210 absorb sand at the same time, and 12 flush water pipes 310 simultaneously disperse the sand dune area formed in the middle of the four sand suction pipes 210 around them. The system can absorb sand for a lake bottom area of 2304 square meters at a time. Compared with the sand suction boat with a single sand suction pipe, the construction system group drill sand suction doubles the sand suction efficiency.

整个施工系统的吸砂装置200吸出的砂需统一排出处理,所以将每行的吸砂装置200吸出的砂送入同一条分管,多个分管的砂再汇入同一个纵向设置的排砂总管统一输出,可输送到停靠在漂浮平台100旁的驳船上运走。The sand sucked out by the sand suction device 200 of the entire construction system needs to be discharged in a unified manner, so the sand sucked out by the sand suction device 200 of each row is sent to the same branch pipe, and the sand from multiple branch pipes is then merged into the same longitudinal sand discharge main pipe The unified output can be transported to the barge docked beside the floating platform 100 to be transported away.

施工系统的漂浮平台100的四个角上还安装绞缆机500和锚510,从四个方向将整个漂浮平台100固定于当下的作业区域,这样每个作业区域的位置更准确,逐个作业区域吸砂后能保证整个水域无遗漏,具有好的吸砂效果。Cable winches 500 and anchors 510 are also installed on the four corners of the floating platform 100 of the construction system to fix the entire floating platform 100 to the current work area from four directions, so that the position of each work area is more accurate, and each work area After absorbing sand, it can ensure that the entire water area is not missed, and has a good sand absorption effect.

施工系统还包括安装在漂浮平台100上纵向均布的多个发电机组400,与吸砂装置200和冲水装置300电连接,解决本施工系统野外作业的电力需求。The construction system also includes a plurality of generator sets 400 installed longitudinally and evenly on the floating platform 100, electrically connected to the sand suction device 200 and the flushing device 300, to meet the power demand for field operations of the construction system.

实施例二Embodiment two

实施例一的多个吸砂装置200排列时,按照每行或每列相邻两个吸砂装置200的吸砂管210之间距离相等,以及每行和每列的所有相邻吸砂装置200的间距均相等,且每个冲水装置300的冲水管310与上下左右相邻的四个吸砂管210距离相等。When a plurality of sand suction devices 200 in Embodiment 1 are arranged, the distance between the sand suction pipes 210 of two adjacent sand suction devices 200 in each row or column is equal, and all adjacent sand suction devices in each row and column 200 are all equally spaced, and the distance between the flushing pipe 310 of each flushing device 300 and the four adjacent sand suction pipes 210 up, down, left, and right is equal.

这样排列,中间的冲水管310的高压水流能均等地将砂子冲至四个吸砂管210,然后被吸出,不会出现部分冲水管310与吸砂管210距离远使砂丘在这个方向上有遗留砂子的情况,所以消除小砂丘的效果更好,湖底更平整。而且施工系统的多个设备之间等距设置,布置管道和布线更方便,整体布局也更美观。Arranged in this way, the high-pressure water flow of the flushing pipe 310 in the middle can evenly flush the sand to the four sand-absorbing pipes 210, and then be sucked out, and there will be no part of the distance between the flushing pipe 310 and the sand-absorbing pipe 210, so that the sand dunes will be in this direction. In the case of leftover sand, the effect of eliminating small sand dunes is better, and the lake bottom is smoother. Moreover, multiple devices in the construction system are arranged equidistantly, which makes it more convenient to arrange pipelines and wiring, and the overall layout is also more beautiful.

实施例三Embodiment Three

实施例一的施工系统在第一作业区域完成吸砂后,一般沿纵向或横向相邻的第二作业区域移动,为了使两个作业区域交界的区域无遗漏,达到更好的吸砂效果,在漂浮平台100的其中两条边的边缘处设置一行或一列冲水装置300。The construction system of Embodiment 1 generally moves along the vertical or horizontal adjacent second operation area after the first operation area completes the sand absorption. One row or one column of flushing devices 300 is arranged at the edge of two sides of the floating platform 100 .

按照每行或/和每列相邻两个吸砂装置200之间距离相等,每个冲水装置300与上下左右相邻的四个吸砂管210距离相等,所增加的一行和/或一列的冲水装置300的间距与其他行或列的冲水装置300的间距相同。According to the equal distance between two adjacent sand suction devices 200 in each row or/and each column, each flushing device 300 has an equal distance from the four adjacent sand suction pipes 210 up, down, left, and right, and the added row and/or column The spacing of the flushing devices 300 in one row is the same as that of the flushing devices 300 in other rows or columns.

实施例四Embodiment Four

实施例一的施工系统还包括作业管理系统600,作业管理系统600包括工控机、GPS定位仪、测深仪、超声波探测仪,作业管理系统600与各吸砂装置200和各冲水装置300电连接。The construction system of Embodiment 1 also includes an operation management system 600, which includes an industrial computer, a GPS locator, a depth sounder, and an ultrasonic detector. connect.

作业管理系统600根据测深仪和超声波探测仪的数据自动控制吸砂装置200和冲水装置300各动力装置的启停时刻,实现施工系统的自动控制,提高施工效率。GPS定位仪对施工系统进行准确定位,确保整个水域全覆盖无遗漏,提高吸砂施工效果。The operation management system 600 automatically controls the start and stop times of the power devices of the sand suction device 200 and the flushing device 300 according to the data of the depth sounder and the ultrasonic detector, so as to realize the automatic control of the construction system and improve the construction efficiency. The GPS locator accurately locates the construction system to ensure full coverage of the entire water area without omissions and improve the construction effect of sand suction.

实施例五Embodiment five

实施例一或实施例三的冲水装置300具体为,冲水装置300包括冲水管310和冲水管立柱320,冲水管310为中空长圆管,冲水管立柱320为竖直设置的细高中空框架,底部安装在漂浮平台100上,冲水管310由卷扬机和滑轮吊装在冲水管立柱320中,卷扬机驱动冲水管310沿冲水管立柱320上下移动,冲水泵330安装在漂浮平台100上,高压水管连接冲水泵330出口与冲水管310上部。The flushing device 300 of Embodiment 1 or Embodiment 3 is specifically that the flushing device 300 includes a flushing pipe 310 and a flushing pipe column 320, the flushing pipe 310 is a hollow long round pipe, and the flushing pipe column 320 is a vertically arranged thin hollow frame , the bottom is installed on the floating platform 100, the flushing pipe 310 is hoisted in the flushing pipe column 320 by a hoist and a pulley, the hoist drives the flushing pipe 310 to move up and down along the flushing pipe column 320, the flushing pump 330 is installed on the floating platform 100, and the high-pressure water pipe is connected to The outlet of the flushing water pump 330 and the upper part of the flushing water pipe 310 .

进一步,如图6所示,冲水管310前端为锥形端部,有利于进入泥层和砂层,锥形面上沿圆周均布四个通孔作为排水孔311,使冲水管310内的水从四个方向流出冲水管310,冲水管310上端与高压水管连通。当然,冲水管310端部排水孔311的数量可以多于四个。Further, as shown in FIG. 6 , the front end of the flushing pipe 310 is a tapered end, which is conducive to entering the mud layer and sand layer. Four through holes are uniformly distributed along the circumference of the tapered surface as drainage holes 311, so that Water flows out of the flushing pipe 310 from four directions, and the upper end of the flushing pipe 310 communicates with the high-pressure water pipe. Of course, the number of drain holes 311 at the end of the flush pipe 310 can be more than four.

当吸砂装置200的吸砂管210启动吸砂后,启动冲水装置300的冲水泵330,高压水流沿高压水管流至中空冲水管310,从端部排水孔311冲出,将砂丘上的泥层和砂子冲向周围四个吸砂管210方向,达到去除砂丘的目的。After the sand suction pipe 210 of the sand suction device 200 starts to suck sand, start the flushing pump 330 of the flushing device 300, and the high-pressure water flow flows to the hollow flushing pipe 310 along the high-pressure water pipe, and is flushed out from the end drainage hole 311, and the sand on the sand dune is flushed out. The mud layer and sand rush towards the directions of the surrounding four sand suction pipes 210 to achieve the purpose of removing sand dunes.

实施例六Embodiment six

实施例一的冲水装置300为上述冲水装置300,同时,吸砂装置200为钻探式吸砂装置。The flushing device 300 of the first embodiment is the flushing device 300 described above, and the sand suction device 200 is a drilling type sand suction device.

具体地,如图3、图4所示,每个钻探式吸砂装置包括吸砂管210,竖直设置的吸砂管210为空心圆管,吸砂管210上方固定一段方形的空心柱220,吸砂管210内同轴设置钻杆240,钻杆240上端连接安装在空心柱220上方的搅动电机250,钻杆240下端部为钻头241,钻头241上方是绕钻杆240中心均布的三个有锥度的搅动叶片242,钻头241和搅动叶片242延伸出吸砂管210下端,搅动电机250大扭矩驱动钻杆240和钻头241在吸砂管210内低速旋转,吸砂管210、空心柱220、搅动电机250、钻杆240、钻头241的组装部件为搅动组件260。Specifically, as shown in Fig. 3 and Fig. 4, each drilling type sand suction device includes a sand suction pipe 210, the sand suction pipe 210 arranged vertically is a hollow circular pipe, and a section of square hollow column 220 is fixed above the sand suction pipe 210 The drill pipe 240 is coaxially arranged in the sand suction pipe 210, the upper end of the drill pipe 240 is connected to the stirring motor 250 installed above the hollow column 220, the lower end of the drill pipe 240 is a drill bit 241, and the top of the drill bit 241 is evenly distributed around the center of the drill pipe 240. Three tapered stirring blades 242, the drill bit 241 and the stirring blade 242 extend out from the lower end of the sand suction pipe 210, and the stirring motor 250 with high torque drives the drill pipe 240 and the drill bit 241 to rotate at a low speed in the sand suction pipe 210. The sand suction pipe 210, hollow The assembly parts of column 220 , stirring motor 250 , drill rod 240 and drill bit 241 are stirring assembly 260 .

高耸的立柱230安装于漂浮平台100上,卷扬机和滑轮组配合牵引搅动组件260沿立柱230上下移动,卷扬机和其驱动电机安装于漂浮平台100,滑轮组安装于立柱230和搅动组件260上。搅动组件260一边向下移动钻头241一边旋转向下,穿过泥层进入砂层。The towering column 230 is installed on the floating platform 100. The winch and the pulley block cooperate with the traction stirring assembly 260 to move up and down along the column 230. The hoisting machine and its driving motor are installed on the floating platform 100, and the pulley block is installed on the column 230 and the stirring assembly 260. The agitation assembly 260 rotates downward while moving the bit 241 downward, through the mud layer and into the sand layer.

钻探式吸砂装置还包括高压水泵270和与之连接的高压水管,高压水泵270固定于漂浮平台100,高压水管另一端穿入吸砂管210内部通向钻头241处,高压水管为软管,高压水管一边喷水,钻头241一边搅动砂层,高压水把能把砂层冲散,方便抽砂。吸砂泵280安装于漂浮平台100,吸砂泵280通过钢丝胶管与吸砂管210连通,在吸砂泵280抽吸作用下,砂子经吸砂管210、钢丝胶管被抽出。高压水泵270和吸砂泵280分别位于吸砂管210的两侧。The drilling sand suction device also includes a high-pressure water pump 270 and a high-pressure water pipe connected thereto. The high-pressure water pump 270 is fixed on the floating platform 100. The other end of the high-pressure water pipe penetrates into the sand suction pipe 210 and leads to the drill bit 241. The high-pressure water pipe is a hose. While spraying water from the high-pressure water pipe, the drill bit 241 stirs the sand layer, and the high-pressure water can disperse the sand layer to facilitate sand pumping. The sand suction pump 280 is installed on the floating platform 100. The sand suction pump 280 communicates with the sand suction pipe 210 through the steel wire rubber hose. Under the suction action of the sand suction pump 280, the sand is drawn out through the sand suction pipe 210 and the steel wire rubber hose. The high-pressure water pump 270 and the sand suction pump 280 are respectively located on both sides of the sand suction pipe 210 .

钻探式吸砂装置进行吸砂施工时,吸砂管210在卷扬机控制下向下移动,同时搅动电机250大扭矩驱动钻头241和搅动叶片242低速旋转,钻头241穿过水域和植被进入砂层时,高压水管开始喷水,高压水管一边向砂层喷入高压水流,钻头241一边搅动砂层,吸砂泵280一边通过吸砂管210将砂子吸出。When the drilling type sand suction device is carrying out sand suction construction, the sand suction pipe 210 moves downward under the control of the winch, and at the same time, the agitation motor 250 with high torque drives the drill bit 241 and the agitation blade 242 to rotate at a low speed. , the high-pressure water pipe starts to spray water, and the high-pressure water pipe sprays high-pressure water flow into the sand layer while the drill bit 241 stirs the sand layer, and the sand suction pump 280 sucks the sand through the sand suction pipe 210 on one side.

从上述钻探式吸砂装置的结构和工作过程可见,它可以穿过泥层和植被进入砂层,而不扰动泥层和植被,是不扰动取砂的理想设备。It can be seen from the structure and working process of the above-mentioned drilling type sand suction device that it can pass through the mud layer and vegetation to enter the sand layer without disturbing the mud layer and vegetation, and is an ideal equipment for undisturbed sand extraction.

实施例七Embodiment seven

实施例三中的冲水装置300为前述冲水装置,吸砂装置200为上述钻探式吸砂装置。The flushing device 300 in the third embodiment is the aforementioned flushing device, and the sand suction device 200 is the above-mentioned drilling type sand suction device.

以上为本发明的施工系统的多个实施例,但施工系统的技术方案不仅限于实施例所列举的具体情况。The above are multiple embodiments of the construction system of the present invention, but the technical solutions of the construction system are not limited to the specific cases listed in the embodiments.

与上述施工系统的原理相同一种湖泊微扰动植被吸砂的施工方法,按如下步骤进行:The principle of the above-mentioned construction system is the same as that of a construction method for lake micro-disturbance vegetation to absorb sand, which is carried out in the following steps:

S1组装漂浮平台100:在第一作业区域内,将多个浮箱110联接拼装成一个大的漂浮平台100。S1 Assemble the floating platform 100: in the first operation area, connect and assemble a plurality of buoyant tanks 110 into a large floating platform 100.

第一作业区域根据人工划定或GPS定位确定。The first operation area is determined according to manual delineation or GPS positioning.

整个施工系统分解成多个相同的吸砂单元,例如图4施工系统中有8个吸砂单元,每个吸砂单元的漂浮平台100由三个长方体浮箱110长侧面联接拼装而成,可以在作业区域旁边的水域逐个拼装好每个吸砂单元的漂浮平台100,再在作业区域内按照图4拼装成一体,这样浮箱110数量不会出错,拼装效率更高。The entire construction system is decomposed into multiple identical sand-absorbing units. For example, there are 8 sand-absorbing units in the construction system shown in FIG. The floating platform 100 of each sand suction unit is assembled one by one in the water area next to the operation area, and then assembled into one in the operation area according to Figure 4, so that the number of floating tanks 110 can not be wrong, and the assembly efficiency is higher.

浮箱110之间的拼装,采用钩板钩紧定位柱定位,螺栓联接的方式。将一个浮箱110的钩板孔钩住另一浮箱110上的定位柱,定位柱设置在浮箱110内部,定位后两个浮箱110侧面贴紧,连接板也随之贴紧,再用螺栓联接连接板,实现浮箱110之间的联接。上述浮箱110联接结构可以预制在浮箱110上,现场拼装更方便快捷。Assembling between the buoyancy tanks 110 adopts the hook plate to hook the location of the positioning column tightly, and the mode of bolt connection. The hook plate hole of one pontoon 110 is hooked to the positioning column on the other pontoon 110, and the locating column is arranged inside the pontoon 110. After positioning, the sides of the two pontoons 110 are close together, and the connecting plate is also close together, and then Connect the connecting plates with bolts to realize the connection between the floating tanks 110 . The above-mentioned connection structure of the buoyant tank 110 can be prefabricated on the buoyant tank 110, and the on-site assembly is more convenient and quick.

S2固定漂浮平台100:用锚510将漂浮平台100锚定在水中。在漂浮平台100四个角处安装绞缆机500(图4),绞缆机500的缆绳端部带锚510,从四个方向将整个漂浮平台100锚定在湖底,固定在第一作业区域。S2 Fixing the floating platform 100: using the anchor 510 to anchor the floating platform 100 in the water. Cable winches 500 (Fig. 4) are installed at the four corners of the floating platform 100. The cable ends of the winch 500 are equipped with anchors 510 to anchor the entire floating platform 100 to the bottom of the lake from four directions and fix it in the first operation area. .

S3安装吸砂装置200:在漂浮平台100上有间距地安装多个吸砂装置200,吸砂装置200按照多行和多列方式排布,每套吸砂装置200具有一个能直接进入砂层的吸砂管210向外吸砂。S3 Install sand suction devices 200: Install multiple sand suction devices 200 at intervals on the floating platform 100. The sand suction devices 200 are arranged in multiple rows and columns. Each set of sand suction devices 200 has a sand suction device that can directly enter the sand layer. The sand suction pipe 210 sucks sand outwards.

优选地,每行或/和每列相邻两个吸砂装置200的吸砂管210之间距离相等。Preferably, the distances between the sand suction pipes 210 of two adjacent sand suction devices 200 in each row or/and column are equal.

安装每个吸砂装置200时,以钻探式吸砂装置为例,先在每个吸砂单元的漂浮平台100上中间位置固定立柱230和卷扬机,将搅动组件260安装于立柱230上,再连接卷扬机和搅动组件260,再在吸砂管210两侧安装高压水泵270和吸砂泵280,与高压水泵270出口连接的高压水管从上方进入吸砂管210延伸至钻头241处,用钢丝胶管连通吸砂泵280与吸砂管210。When installing each sand suction device 200, take the drilling type sand suction device as an example, first fix the column 230 and the hoist at the middle position on the floating platform 100 of each sand suction unit, install the stirring assembly 260 on the column 230, and then connect Hoist and stirring assembly 260, and then install high-pressure water pump 270 and sand-suction pump 280 on both sides of sand-suction pipe 210, and the high-pressure water pipe connected to the outlet of high-pressure water pump 270 enters sand-suction pipe 210 from above and extends to drill bit 241, and is connected with steel wire rubber hose Sand suction pump 280 and sand suction pipe 210.

S4安装冲水装置300:在每上下左右相邻的四个吸砂装置200中间安装一套冲水装置300,冲水装置300具有能进入砂层喷出高压水流的冲水管310。每套冲水装置300将砂子冲向相邻四个吸砂装置200的吸砂管210处。S4 Install the flushing device 300: install a set of flushing device 300 among the four adjacent sand suction devices 200 up, down, left, and right. The flushing device 300 has a flushing pipe 310 that can enter the sand layer and eject high-pressure water flow. Each flushing device 300 flushes the sand to the sand suction pipes 210 of four adjacent sand suction devices 200 .

优选每个冲水管310与上下左右相邻的四个吸砂管210的距离相等。Preferably, the distance between each flushing pipe 310 and four adjacent sand suction pipes 210 up, down, left, and right is equal.

为了使两个作业区域交界的区域达到好的吸砂效果,在漂浮平台100的其中两条边的边缘处设置一行和/或一列冲水装置300,冲水装置300的间距与其他行或列的冲水装置300的间距相同。In order to achieve a good sand suction effect in the area where the two operating areas meet, a row and/or a column of flushing devices 300 are arranged at the edges of two sides of the floating platform 100, and the spacing of the flushing devices 300 is the same as that of other rows or columns. The distances between the flushing devices 300 are the same.

S5安装发电机组400:在漂浮平台100上均布安装多个发电机组400,并将吸砂装置200、冲水装置300的各动力源与发电机组400电连接。S5 Installing generator sets 400 : installing a plurality of generator sets 400 evenly distributed on the floating platform 100 , and electrically connecting the power sources of the sand suction device 200 and the flushing device 300 with the generator sets 400 .

吸砂施工系统均为野外作业,用电不方便,自身安装柴油机驱动的发电机组400供电,方便施工系统离岸工作。The sand suction construction system is all field work, and it is inconvenient to use electricity. The generator set 400 driven by a diesel engine is installed to supply power, which is convenient for the construction system to work offshore.

S6 进行第一作业区域吸砂,分别同时启动多套吸砂装置200和多套冲水装置300,吸砂管210和冲水管310向下移动进入砂层后,吸砂管210一边吸砂冲水管310一边喷出高压水流,砂子被冲至每个冲水管310相邻的四个吸砂管210处并被吸出,完成吸砂后,吸砂管210和冲水管310上移复位,关停吸砂装置200和冲水装置300。S6 Carry out sand suction in the first operation area, respectively start multiple sets of sand suction devices 200 and multiple sets of flushing devices 300 at the same time, after the sand suction pipe 210 and flush water pipe 310 move down into the sand layer, the sand suction pipe 210 will absorb sand while flushing. One side of the water pipe 310 sprays high-pressure water, and the sand is washed to the four sand suction pipes 210 adjacent to each flushing pipe 310 and sucked out. After the sand suction is completed, the sand suction pipe 210 and the flushing pipe 310 move up and reset, and shut down A sand suction device 200 and a flushing device 300.

以吸砂装置200为钻探式吸砂装置为例,本发明的施工方法,同时启动钻探式吸砂装置的卷扬机和搅拌电机,如图7所示,所有吸砂装置200的吸砂管210和冲水装置300的冲水管310下移穿过泥层和植被进入砂层,再启动吸砂装置200的高压水泵270、吸砂泵280和冲水装置300的冲水泵330,吸砂装置200一边搅拌吸砂,冲水装置300的冲水管310同时对准砂丘区域向四周冲砂,砂子被冲至每个冲水管310相邻的四个吸砂管210处被一起吸出,消除了小砂丘,吸砂装置200能吸出湖底整个作业区域的砂层,且不扰动泥层和植被,泥层和植被整体下移,湖底无砂丘、无凹凸不平,更平整。Taking the sand suction device 200 as a drilling type sand suction device as an example, the construction method of the present invention starts the hoist and the stirring motor of the drilling type sand suction device at the same time, as shown in Figure 7, the sand suction pipes 210 and 210 of all sand suction devices 200 The flushing pipe 310 of the flushing device 300 moves down through the mud layer and vegetation and enters the sand layer, and then starts the high-pressure water pump 270 of the sand suction device 200, the sand suction pump 280 and the flushing pump 330 of the flushing device 300. Stirring and suction of sand, the flushing pipes 310 of the flushing device 300 are aimed at the sand dune area at the same time to flush sand around, the sand is flushed to the four sand suction pipes 210 adjacent to each flushing pipe 310 and sucked out together, eliminating small sand dunes, The sand suction device 200 can suck out the sand layer of the entire operation area at the bottom of the lake without disturbing the mud layer and vegetation, the mud layer and vegetation move down as a whole, and the lake bottom has no sand dunes, no unevenness, and is smoother.

本施工方法多台吸砂装置200和冲水装置300同时工作,成倍地提高吸砂效率。In this construction method, multiple sand suction devices 200 and water flushing devices 300 work at the same time, which doubles the sand suction efficiency.

本施工方法中,漂浮平台100由浮箱110现场拼装而成,浮箱110预先在工厂按统一尺寸定做,浮箱110上自带联接部件,现场组装非常方便,而且可以根据实际情况调整装配方案,漂浮平台100上的设备也分体运至施工地点,再现场组装在漂浮平台100上,这样的分体运输再组装的方式方便运输和转场。In this construction method, the floating platform 100 is assembled on site by buoyant tanks 110. The buoyant tanks 110 are pre-made in the factory according to a uniform size. , The equipment on the floating platform 100 is also separately transported to the construction site, and then assembled on the floating platform 100 on site. This method of separate transportation and reassembly is convenient for transportation and transition.

实施例二Embodiment two

在实施例一的S6之后增加S7 移动施工系统:完成第一作业区域吸砂后,确定第二作业区域,松开一侧铰缆机缆绳再收紧另一侧铰缆机缆绳,施工系统向预定方向移动,逐步移至目标位置后,将漂浮平台100锚定在第二作业区域,重复S6。Add S7 mobile construction system after S6 in Embodiment 1: After the sand suction in the first operation area is completed, the second operation area is determined, the cable of one side is loosened and the cable of the other side is tightened, and the construction system moves to After moving in a predetermined direction and step by step to the target position, the floating platform 100 is anchored in the second operation area, and S6 is repeated.

如果漂浮平台100计划向左移至第二作业区域,将漂浮平台100右侧的两个绞缆机500的缆绳松开一段距离,然后收紧左侧的的两个绞缆机500,漂浮平台100向左移动,每次移动一段距离,重复多次操作,直到移至第二作业区域,再次锚定漂浮平台100,第二作业区域吸砂完成后,再移动至第三作业区域,重复以上操作,直到完成整个湖底的吸砂工作。If the floating platform 100 plans to move to the second operation area to the left, loosen the cables of the two cable winches 500 on the right side of the floating platform 100 for a certain distance, then tighten the two cable winches 500 on the left side, and the floating platform 100 moves to the left, moving a certain distance each time, repeating the operation several times until it moves to the second operation area, and then anchors the floating platform 100 again. After the sand suction in the second operation area is completed, move to the third operation area and repeat the above Operate until the sand suction work of the entire lake bottom is completed.

绞缆机500和锚510配合移动施工系统,是一种低成本可靠的移动方式。The cable winch 500 and the anchor 510 cooperate with the mobile construction system, which is a low-cost and reliable mobile method.

实施例三Embodiment three

实施例一中施工系统的动作可以人工控制或自动控制。自动控制方法是在S5与S6之间增加安装作业管理系统600:在漂浮平台100上安装作业管理系统600,将作业管理系统600与各吸砂装置200和各冲水装置300连接,作业管理系统600自动控制吸砂装置200和冲水装置300各动力装置的启停,和对施工系统准确定位。The actions of the construction system in Embodiment 1 can be controlled manually or automatically. The automatic control method is to add and install the operation management system 600 between S5 and S6: install the operation management system 600 on the floating platform 100, connect the operation management system 600 with each sand suction device 200 and each flushing device 300, and the operation management system 600 automatically controls the start and stop of each power unit of the sand suction device 200 and the flushing device 300, and accurately locates the construction system.

在以上实施例中,安装冲水装置300的具体步骤为:先在漂浮平台100上固定冲水管立柱320和卷扬机(图3),再将卷扬机和冲水管310上的滑轮连接,卷扬机将冲水管310吊装于冲水管立柱320内,最后在漂浮平台100上安装冲水泵330,冲水泵330用高压水管与冲水管310上端连接。In the above embodiments, the specific steps for installing the flushing device 300 are as follows: first fix the flushing pipe column 320 and the winch on the floating platform 100 (Figure 3), and then connect the hoisting machine to the pulley on the flushing pipe 310, and the hoisting machine connects the flushing pipe 310 is hoisted in the flushing pipe column 320, and finally a flushing pump 330 is installed on the floating platform 100, and the flushing pump 330 is connected with the upper end of the flushing pipe 310 with a high-pressure water pipe.

综上所述,本发明的施工系统和施工方法,在组装的漂浮平台上有间距地安装多个吸砂装置,吸砂装置按照多行和多列方式排布,在每上下左右相邻的四个吸砂装置中间安装一套冲水装置,冲水装置的冲水管向凸起的砂丘区域喷入高压水流,将砂丘区域的砂层冲向周围的吸砂管处,砂丘区域的全部砂子被吸砂管吸走,实现在不扰动泥层和植被的情况下完成吸砂,吸砂后泥层和植被整体下移,湖底平整无凹陷。To sum up, in the construction system and construction method of the present invention, a plurality of sand suction devices are installed at intervals on the assembled floating platform, and the sand suction devices are arranged in multiple rows and columns. A set of flushing device is installed in the middle of the four sand suction devices. The flushing pipe of the flushing device sprays high-pressure water into the raised sand dune area, flushing the sand layer in the sand dune area to the surrounding sand suction pipe, and all the sand in the sand dune area It is sucked away by the sand suction pipe, and the sand suction can be completed without disturbing the mud layer and vegetation. After the sand is sucked, the mud layer and vegetation move down as a whole, and the lake bottom is flat without depressions.

本发明的施工系统和施工方法包含多组同时工作的吸砂装置和冲水装置,施工范围大,一次施工就能对大面积湖底进行吸砂,相比单个吸砂管的吸砂船,本施工系统群钻吸砂成倍地极大地提高了吸砂效率。The construction system and construction method of the present invention include multiple sets of sand suction devices and flushing devices that work simultaneously. The construction range is large, and a large area of lake bottom can be sucked in one construction. Compared with the sand suction ship with a single sand suction pipe, this The construction system group drills and absorbs sand, which doubles and greatly improves the efficiency of sand absorption.

以上实施方式仅用于说明本发明,而非对本发明的限制。尽管参照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,对本发明的技术方案进行各种组合,修改或者等同置换,都不脱离本发明技术方案的精神和范围,均应涵盖在本发明的权利要求范围当中。The above embodiments are only used to illustrate the present invention, but not to limit the present invention. Although the present invention has been described in detail with reference to the embodiments, those skilled in the art should understand that various combinations, modifications or equivalent replacements of the technical solutions of the present invention do not depart from the spirit and scope of the technical solutions of the present invention, and all should cover Within the scope of the claims of the present invention.

Claims (13)

1. The utility model provides a construction system of lake perturbation vegetation sand sucking, its characterized in that includes floating platform (100) install a plurality of sand sucking devices (200) on floating platform (100) with the interval, sand sucking devices (200) are arranged according to multirow and multirow mode, every set sand sucking device (200) have one can directly get into sand layer sand sucking pipe (210) outside sand sucking, every upper and lower left and right sides are adjacent four sand sucking pipe (210) are middle installs one set of bath device (300), bath device (300) have can get into sand layer blowout high pressure water flow's flushing pipe (310), high pressure water flow with middle sand towards adjacent four sand sucking device (200) sand sucking pipe (210) department, a plurality of sand sucking devices (200), a plurality of bath device (300) respectively synchronous work.
2. The lake micro-disturbance vegetation sand sucking construction system according to claim 1, wherein the distance between the sand sucking pipes (210) of each row or/and each column of two adjacent sand sucking devices (200) is equal, and the distance between the flushing pipe (310) of each flushing device (300) and the four sand sucking pipes (210) adjacent to each other in the up-down, left-right direction is equal.
3. The construction system for sucking sand of lake micro-disturbance vegetation according to claim 2, wherein one row and/or one column of the flushing devices (300) is provided at edges of two sides of the floating platform (100), and the interval of the flushing devices (300) is the same as the interval of the flushing devices (300) of other rows or columns.
4. The construction system for sucking sand by micro-disturbance vegetation in lakes according to claim 1, further comprising a work management system (600), wherein the work management system (600) is electrically connected with each sand sucking device (200) and each flushing device (300), and automatically controls the start and stop of each power device of the sand sucking device (200) and the flushing device (300) and accurately positions the construction system.
5. A construction system for sucking sand by micro-disturbance vegetation in a lake according to claim 1 or 3, wherein the flushing device (300) comprises a flushing pipe (310) and a flushing pipe column (320), the flushing pipe (310) is a hollow long circular pipe, the flushing pipe column (320) is a vertically arranged thin and high hollow frame, the bottom of the flushing pipe column is installed on the floating platform (100), the flushing pipe (310) is hoisted in the flushing pipe column (320) by a hoisting machine, the hoisting machine drives the flushing pipe (310) to move up and down along the flushing pipe column (320), a flushing pump (330) is installed on the floating platform (100), and a high-pressure water pipe is connected with the flushing pump (330) and the flushing pipe (310).
6. The construction system for absorbing sand by micro-disturbance vegetation in lakes according to claim 5, wherein the front end of the flushing pipe (310) is a conical end, and a plurality of water draining holes (311) are uniformly distributed on the conical surface along the circumference.
7. The construction system for sucking sand of micro-disturbance vegetation in a lake according to claim 5, wherein the sand sucking device (200) is a drilling type sand sucking device, the drilling type sand sucking device comprises a column (230) installed on the floating platform (100), and a winch and pulley block traction stirring assembly (260) moves up and down along the column (230); the stirring assembly (260) comprises a sand suction pipe (210) which is vertically arranged, the sand suction pipe (210) is a hollow circular pipe, a square hollow column (220) is fixed above the sand suction pipe (210), a drill rod (240) is coaxially arranged in the sand suction pipe (210), the upper end of the drill rod (240) is connected with a stirring motor (250) which is arranged above the hollow column (220), the lower end of the drill rod (240) is provided with stirring blades (242) and a drill bit (241), and the stirring motor (250) drives the drill rod (240) to rotate in the sand suction pipe (210); the drilling type sand sucking device further comprises a high-pressure water pump (270) and a high-pressure water pipe, the high-pressure water pump (270) is fixed on the floating platform (100), the other end of the high-pressure water pipe penetrates into the sand sucking pipe (210) and leads to the drill bit (241), the high-pressure water pipe sprays high-pressure water flow into the sand layer at one side, and the drill bit (241) agitates the sand layer at the other side; the sand suction pump (280) is installed on the floating platform (100), the sand suction pump (280) is communicated with the sand suction pipe (210) through a steel wire rubber pipe, and the high-pressure water pump (270) and the sand suction pump (280) are respectively located on two sides of the sand suction pipe (210).
8. The construction method for absorbing sand of the micro-disturbance vegetation in the lake is characterized by comprising the following steps of:
s1 assembling a floating platform (100): in a first working area, connecting and assembling a plurality of buoyancy tanks (110) into one floating platform (100);
s2 fix the floating platform (100): -anchoring the floating platform (100) in water with an anchor (510);
s3, installing a sand sucking device (200): a plurality of sand sucking devices (200) are arranged on the floating platform (100) at intervals, the sand sucking devices (200) are arranged in a plurality of rows and a plurality of columns, and each set of sand sucking devices (200) is provided with a sand sucking pipe (210) which can directly enter a sand layer for sucking sand outwards;
s4, installing a flushing device (300): a set of flushing devices (300) are arranged in the middle of each four sand sucking devices (200) which are adjacent to each other in the left-right direction, the flushing devices (300) are provided with flushing pipes (310) which can enter a sand layer to spray high-pressure water flow, and each set of flushing devices (300) is used for flushing sand to the sand sucking pipes (210) of the four sand sucking devices (200) which are adjacent to each other;
s5, installing a generator set (400): a plurality of generator sets (400) are uniformly distributed and installed on the floating platform (100), and each power source of the sand sucking device (200) and the flushing device (300) is electrically connected with the generator sets (400);
s6, sand is sucked in a first operation area, a plurality of sand sucking devices (200) and a plurality of flushing devices (300) are started simultaneously, after a sand sucking pipe (210) and a flushing pipe (310) move downwards to enter a sand layer, the sand sucking pipe (210) sucks sand while the flushing pipe (310) sprays high-pressure water flow, sand is sucked to four adjacent sand sucking pipes (210) of each flushing pipe (310) and sucked out, and after sand sucking is completed, the sand sucking pipes (210) and the flushing pipes (310) move upwards to reset, and the sand sucking devices (200) and the flushing devices (300) are shut down.
9. The method for constructing the lake micro-disturbance vegetation sand sucking according to claim 8, wherein the step S7 mobile construction system is performed after the step S6: after sand suction in the first operation area is completed, a second operation area is determined, one side of the cable hinging machine cable is loosened, the other side of the cable hinging machine cable is tightened again, the construction system moves towards a preset direction, after the construction system moves to a target position gradually, the floating platform (100) is anchored in the second operation area, and S6 is repeated.
10. The method for constructing the lake micro-disturbance vegetation sand sucking according to claim 8, wherein the job management system (600) is additionally installed between S5 and S6: the operation management system (600) is installed on the floating platform (100), the operation management system (600) is connected with each sand sucking device (200) and each flushing device (300), and the operation management system (600) automatically controls the starting and stopping of each power device of the sand sucking device (200) and the flushing device (300) and accurately positions a construction system.
11. The construction method for sucking sand of lake micro-disturbance vegetation according to any one of claims 8 to 10, wherein the specific steps of installing the flushing device (300) are: the water flushing device comprises a water flushing pipe column (320) and a winch which are fixed on a floating platform (100), the winch is connected with a pulley on the water flushing pipe (310), the winch is used for hoisting the water flushing pipe (310) in the water flushing pipe column (320), and finally a water flushing pump (330) is installed on the floating platform (100), and the water flushing pump (330) is connected with the water flushing pipe (310) through a high-pressure water pipe.
12. The method for constructing the sand sucking operation of the lake micro-disturbance vegetation according to claim 8, wherein when the sand sucking device (200) is installed in S3, the distance between the sand sucking pipes (210) of each row or/and each column of two adjacent sand sucking devices (200) is equal.
13. The construction method for sucking sand of micro-disturbance vegetation in lakes according to claim 12, wherein when S4 installs the flushing device (300), each flushing pipe (310) is equal to four sand sucking pipes (210) adjacent to each other in the upper, lower, left and right directions, and one row and/or one column of the flushing devices (300) is provided at the edge of two sides of the floating platform (100), and the interval of the flushing devices (300) is the same as the interval of the flushing devices (300) of other rows or columns.
CN202310417315.5A 2023-04-18 2023-04-18 Construction system and construction method for lake micro-disturbed vegetation to absorb sand Pending CN116356906A (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193898A (en) * 2005-01-11 2006-07-27 Penta Ocean Constr Co Ltd 浚 渫 Method
CN204940385U (en) * 2015-08-04 2016-01-06 深圳市水务(集团)有限公司阀门检测及维修分公司 A kind of suction sand buoyant raft
CN109853652A (en) * 2019-01-28 2019-06-07 南华大学 A hydraulic sand extraction platform for mine tailings reservoir
CN212532455U (en) * 2020-06-12 2021-02-12 天津滨海新区塘沽环科新河污水处理有限公司 System for be used for aeration tank not clear up can desilting silt sand
CN218437267U (en) * 2022-10-21 2023-02-03 湖南百舸水利建设股份有限公司 Dredging device and dredging ship

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193898A (en) * 2005-01-11 2006-07-27 Penta Ocean Constr Co Ltd 浚 渫 Method
CN204940385U (en) * 2015-08-04 2016-01-06 深圳市水务(集团)有限公司阀门检测及维修分公司 A kind of suction sand buoyant raft
CN109853652A (en) * 2019-01-28 2019-06-07 南华大学 A hydraulic sand extraction platform for mine tailings reservoir
CN212532455U (en) * 2020-06-12 2021-02-12 天津滨海新区塘沽环科新河污水处理有限公司 System for be used for aeration tank not clear up can desilting silt sand
CN218437267U (en) * 2022-10-21 2023-02-03 湖南百舸水利建设股份有限公司 Dredging device and dredging ship

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Application publication date: 20230630