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 PDFInfo
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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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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/28—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
- E02F5/282—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with rotating cutting or digging tools
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/8833—Floating installations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
- E02F3/9218—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with jets
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
- E02F3/9225—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel with rotating cutting elements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9293—Component parts of suction heads, e.g. edges, strainers for preventing the entry of stones or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/28—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
- E02F5/287—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with jet nozzles
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Abstract
Description
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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-
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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| JP2006193898A (en) * | 2005-01-11 | 2006-07-27 | Penta Ocean Constr Co Ltd | 浚 渫 Method |
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| 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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| 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 |
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