CN108341041B - Traction traveling system of water operation platform - Google Patents

Traction traveling system of water operation platform Download PDF

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CN108341041B
CN108341041B CN201810041732.3A CN201810041732A CN108341041B CN 108341041 B CN108341041 B CN 108341041B CN 201810041732 A CN201810041732 A CN 201810041732A CN 108341041 B CN108341041 B CN 108341041B
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traction
water
chain
damping
floating
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CN108341041A (en
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柯凡
李文朝
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Nanjing Institute of Geography and Limnology of CAS
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Nanjing Institute of Geography and Limnology of CAS
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63HMARINE PROPULSION OR STEERING
    • B63H15/00Marine propulsion by use of vessel-mounted driving mechanisms co-operating with anchored chains or the like

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

The invention discloses a traction running system of a water operation platform, which comprises a traction assembly, wherein the traction assembly comprises a traction chain and a fixing assembly, the fixing assembly is arranged on two sides of a water area, and the traction chain is connected with the fixing assembly; and the floating platform is arranged on the horizontal plane in a floating way, and further comprises a driving piece, wherein the driving piece is arranged on the upper surface of the floating platform, acts with the traction chain and pulls the floating platform to walk. The invention has the beneficial effects that: through the cooperation of the traction assembly and the floating platform, the floating platform can walk on the water surface simply and rapidly, the manufacturing cost is reduced, the traction assembly and the floating platform are simple in the installation process, the construction difficulty is greatly reduced, and the operation efficiency is improved.

Description

一种水上作业平台牵引行走系统A kind of traction walking system for water working platform

技术领域Technical field

本发明涉及水力工程水上作业的技术领域,尤其涉及一种水上作业平台牵引行走系统。The invention relates to the technical field of water operations in hydraulic engineering, and in particular to a traction and walking system for a water operation platform.

背景技术Background technique

近年来很多水体出现富营养化的现象,它是指在人类活动的影响下,生物所需的氮、磷等营养物质大量进入湖泊、河湖、海湾等缓流水体,引起藻类及其他浮游生物迅速繁殖,水体溶解氧量下降,水质恶化,鱼类及其他生物大量死亡的现象,其中浮游藻类大量繁殖,形成水华(淡水水体中藻类大量繁殖的一种自然生态现象),富营养化会影响水体的水质,会造成水的透明度降低,使得阳光难以穿透水层,从而影响水中植物的光合作用,可能造成溶解氧的过饱和状态。溶解氧的过饱和以及水中溶解氧少,都对水生动物有害,造成鱼类大量死亡。同时,因为水体富营养化,水体表面生长着以蓝藻、绿藻为优势种的大量水藻,形成一层“绿色浮渣”,致使底层堆积的有机物质在厌氧条件分解产生的有害气体和一些浮游生物产生的生物毒素也会伤害鱼类。因富营养化水中含有硝酸盐和亚硝酸盐,人畜长期饮用这些物质含量超过一定标准的水,也会中毒致病。在形成“绿色浮渣”后,水下的藻类会因得不到阳光照射而呼吸水内氧气,不能进行光合作用。水内氧气会逐渐减少,水内生物也会因氧气不足而死亡。死去的藻类和生物又会在水内进行氧化作用,这时水体也会变得很臭,水资源也会被污染的不可再用。水库发生蓝藻水华并不可怕,因为自然生长的活体蓝藻并不会污染水质;但若处置不力,就会在坝前水域(下风向)高度聚积,进而死亡腐烂污染水质。因此,现有的出水口蓝藻防护措施及临时性应急除藻措施无法满足预防控制蓝藻灾害的需要,必须构筑更加强大的防御阵线。In recent years, many water bodies have experienced eutrophication. It refers to the fact that under the influence of human activities, nitrogen, phosphorus and other nutrients needed by organisms enter large amounts of slow-flowing water bodies such as lakes, rivers, and bays, causing algae and other plankton to grow. Rapid reproduction, a decrease in dissolved oxygen in water, deterioration of water quality, and mass death of fish and other organisms. Among them, phytoplankton reproduces in large numbers, forming an algae bloom (a natural ecological phenomenon in which algae reproduce in large quantities in fresh water bodies). Eutrophication will Affecting the water quality of the water body will reduce the transparency of the water, making it difficult for sunlight to penetrate the water layer, thereby affecting the photosynthesis of plants in the water, and may cause a supersaturated state of dissolved oxygen. Supersaturation of dissolved oxygen and low dissolved oxygen in water are harmful to aquatic animals, causing mass deaths of fish. At the same time, due to eutrophication of the water body, a large number of algae with cyanobacteria and green algae as the dominant species grow on the surface of the water body, forming a layer of "green scum", causing the organic matter accumulated at the bottom to decompose under anaerobic conditions to produce harmful gases and some Biotoxins produced by plankton can also harm fish. Because eutrophic water contains nitrates and nitrites, humans and animals may become poisoned and sick if they drink water with content exceeding a certain level for a long time. After the "green scum" is formed, the underwater algae will breathe oxygen in the water because they are not exposed to sunlight, and cannot carry out photosynthesis. The oxygen in the water will gradually decrease, and aquatic organisms will die due to lack of oxygen. The dead algae and organisms will undergo oxidation in the water. At this time, the water body will become very smelly, and the water resources will be polluted and cannot be reused. The occurrence of cyanobacteria blooms in reservoirs is not terrible, because naturally growing living cyanobacteria will not pollute the water quality; however, if the treatment is not effective, they will accumulate in the waters in front of the dam (downwind), and then die and rot, polluting the water quality. Therefore, the existing blue-green algae protection measures at the water outlet and temporary emergency algae removal measures cannot meet the needs of preventing and controlling blue-green algae disasters, and a stronger defense front must be built.

针对上述问题,水治理部门就需要通过水上作业的方式执行相对应的防污染措施,例如通过水底开槽、水底锚定以及直线布设等水上作业,设置拦挡防线进行污染防治,常见的均基于水上浮动平台进行水上作业。目前使用的平台一般有两种方式,一是通过锚绳固定,通过锚绳连接岸上的固定结构使平台定位的浮动式平台,这种方法结构简单,安装操作都很方便,缺点是只能应用于流速缓慢、风浪很小的水域,一旦应用于流速湍急且风浪较大的流域,浮动平台极难稳定,根本不能保证作业的精确度,且需要移动时需要起锚,过程较为复杂;二是直接将平台固定在水底,这种方法的浮动平台结构稳定,能够保证施工的精确程度,但是因为本身涉及到固定结构的施工,因此施工难度较大,且安装拆卸困难,难以大范围的推广使用。In response to the above problems, the water management department needs to implement corresponding anti-pollution measures through water operations. For example, through water operations such as underwater trenching, underwater anchoring, and linear layout, blocking defense lines are set up for pollution prevention. Common ones are based on water operations. Floating platforms for water operations. There are generally two methods of platforms currently used. One is a floating platform that is fixed by anchor ropes and connected to a fixed structure on the shore to position the platform. This method has a simple structure and is very convenient to install and operate. The disadvantage is that it can only be used in In waters with slow flow speed and small wind and waves, once it is used in water areas with turbulent flow speed and large wind and waves, the floating platform is extremely difficult to stabilize, and the accuracy of the operation cannot be guaranteed at all. Moreover, it needs to lift the anchor when it needs to be moved, and the process is more complicated; the second is to directly By fixing the platform to the bottom of the water, the floating platform structure of this method is stable and can ensure the accuracy of construction. However, because it involves the construction of a fixed structure, the construction is difficult, and it is difficult to install and disassemble, making it difficult to promote and use it on a large scale.

发明内容Contents of the invention

本部分的目的在于概述本发明的实施例的一些方面以及简要介绍一些较佳实施例。在本部分以及本申请的说明书摘要和发明名称中可能会做些简化或省略以避免使本部分、说明书摘要和发明名称的目的模糊,而这种简化或省略不能用于限制本发明的范围。The purpose of this section is to outline some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section, the abstract and the title of the invention to avoid obscuring the purpose of this section, the abstract and the title of the invention, and such simplifications or omissions cannot be used to limit the scope of the invention.

鉴于上述现有水上作业平台牵引行走系统存在的问题,提出了本发明。In view of the above-mentioned problems existing in the traction and traveling system of the existing water working platform, the present invention is proposed.

因此,本发明目的是提供一种水上作业平台牵引行走系统,能够简单快捷的安装,且能够实现水上作业平台在水面上的牵引行走。Therefore, the object of the present invention is to provide a traction and walking system for a water working platform, which can be installed simply and quickly, and can realize the traction and walking of the water working platform on the water.

为解决上述技术问题,本发明提供如下技术方案:一种水上作业平台牵引行走系统,包括牵引组件,所述牵引组件包括牵引链和固定组件,所述固定组件设置于水域两岸,所述牵引链与所述固定组件连接;以及浮动平台,其浮动设置于水平面上,且所述浮动平台还包括驱动件,所述驱动件设置于所述浮动平台的上表面,且与所述牵引链作用,牵引所述浮动平台行走。In order to solve the above technical problems, the present invention provides the following technical solution: a water working platform traction walking system, including a traction assembly, the traction assembly includes a traction chain and a fixed assembly, the fixed assembly is arranged on both sides of the water area, the traction chain Connected to the fixed component; and a floating platform, which is floated on a horizontal surface, and the floating platform also includes a driving member, the driving member is disposed on the upper surface of the floating platform and interacts with the traction chain, The floating platform is towed for walking.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述牵引链上还包括连接环,若干所述连接环通过环的依次首尾套接方式构成所述牵引链。As a preferred solution of the traction walking system of the water working platform of the present invention, the traction chain further includes a connecting ring, and a plurality of the connecting rings form the traction chain by sequentially connecting the rings end-to-end.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述牵引链为锚链,其通过一端固定于岸边的所述固定组件上,另一端被锚船牵引拉直后固定于相对岸的所述固定组件上。As a preferred solution of the traction walking system of the water working platform of the present invention, the traction chain is an anchor chain, one end of which is fixed to the fixed component on the shore, and the other end is pulled and straightened by the anchor boat. and then fixed on the fixing component on the opposite bank.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述固定组件包括固定墩和固定环,所述固定墩分别设置于水域相对的两岸上,所述牵引链拉直后通过所述固定环与所述固定墩连接。As a preferred solution of the traction walking system of the water working platform of the present invention, the fixing assembly includes a fixing pier and a fixing ring, the fixing piers are respectively arranged on two opposite banks of the water area, and the traction chain is straightened Finally, it is connected to the fixed pier through the fixed ring.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述驱动件还包括旋转件、转轴以及动力装置,所述旋转件与所述转轴连接,所述动力装置驱动所述转轴转动从而驱动所述旋转件转动。As a preferred solution of the traction walking system of the water working platform of the present invention, the driving member further includes a rotating member, a rotating shaft and a power device, the rotating member is connected to the rotating shaft, and the power device drives the The rotating shaft rotates to drive the rotating member to rotate.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述旋转件包括齿部和转轮,所述齿部依次间隔设置于所述转轮的外边缘,所述转轮与所述转轴连接。As a preferred solution of the traction walking system of the water working platform of the present invention, the rotating member includes a tooth portion and a runner, and the tooth portions are arranged at intervals on the outer edge of the runner. The wheel is connected to the rotating shaft.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述齿部的转动使其能够依次嵌入所述连接环的环槽中,带动所述齿部在所述牵引链的移动。As a preferred solution of the traction walking system of the water working platform of the present invention, the rotation of the tooth portion enables it to be embedded in the ring groove of the connecting ring in turn, driving the tooth portion to move along the traction chain. of movement.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:相邻之间的所述连接环所在的平面互相垂直。As a preferred solution of the traction walking system of the water working platform of the present invention, the planes where the adjacent connecting rings are located are perpendicular to each other.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述齿部在所述牵引链上的移动,从而实现所述浮动平台在所述牵引链上的移动。As a preferred solution of the traction walking system of the water working platform of the present invention, the tooth portion moves on the traction chain, thereby realizing the movement of the floating platform on the traction chain.

作为本发明所述的水上作业平台牵引行走系统的一种优选方案,其中:所述动力装置为电机,其能够驱动所述旋转件的正或逆时针转动,实现所述浮动平台在所述牵引链上的前进或后退。As a preferred solution of the traction and walking system of the water working platform of the present invention, the power device is a motor, which can drive the rotating member to rotate forward or counterclockwise, so that the floating platform can be rotated in the traction direction. Forward or backward on the chain.

本发明的有益效果:本发明提供的一种水上作业平台牵引行走系统,通过设置的牵引组件和浮动平台配合作用,能够实现浮动平台在水面上的简单快捷的行走,且不仅降低制造的成本,牵引组件和浮动平台在安装过程简单,大大降低了施工的难度,从而提高作业的效率,且本发明的水上作业平台牵引行走系统中的牵引链能够直接作为水利工程的水底开槽、水底锚定以及直线布设的作业中的核心部件,使用完成后的牵引链直接沉入水底进行直线布设,多个水上作业中能够共用,每个环节无需更换作业设备,无间断式的连续作业,不仅大大降低由于更换设备中的拆卸安装时间,提高作业的连续性,提高整个水利工程中的效率。Beneficial effects of the present invention: The invention provides a traction and walking system for a water working platform. Through the cooperation between the traction assembly and the floating platform, the floating platform can move simply and quickly on the water, and not only reduces the cost of manufacturing, but also reduces the cost of manufacturing. The installation process of the traction assembly and the floating platform is simple, which greatly reduces the difficulty of construction, thereby improving the efficiency of the operation. Moreover, the traction chain in the traction walking system of the water working platform of the present invention can be directly used as underwater grooving and underwater anchoring for water conservancy projects. As well as the core components in the straight-line laying operation, the completed traction chain is directly sunk into the water for straight-line laying. It can be shared in multiple water operations. There is no need to replace the operating equipment in each link. The uninterrupted continuous operation not only greatly reduces Due to the disassembly and installation time in replacing equipment, the continuity of operations is improved and the efficiency of the entire water conservancy project is improved.

附图说明Description of the drawings

为了更清楚地说明本发明实施例的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其它的附图。其中:In order to explain the technical solutions of the embodiments of the present invention more clearly, the drawings needed to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. Those of ordinary skill in the art can also obtain other drawings based on these drawings without exerting any creative effort. in:

图1为本发明第一种实施例所述水上作业平台牵引行走系统的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the traction and walking system of the water working platform according to the first embodiment of the present invention;

图2为本发明第一种实施例所述水上作业平台牵引行走系统中浮动平台的整体结构示意图;Figure 2 is a schematic diagram of the overall structure of the floating platform in the traction and walking system of the water working platform according to the first embodiment of the present invention;

图3为本发明第二种实施例所述水上作业平台牵引行走系统中连接环的整体结构示意图;Figure 3 is a schematic diagram of the overall structure of the connecting ring in the traction walking system of the water working platform according to the second embodiment of the present invention;

图4为本发明第二种实施例所述水上作业平台牵引行走系统中固定组件的整体结构示意图;Figure 4 is a schematic diagram of the overall structure of the fixed assembly in the traction and walking system of the water working platform according to the second embodiment of the present invention;

图5为本发明第三种实施例所述水上作业平台牵引行走系统中旋转件的整体结构示意图;Figure 5 is a schematic diagram of the overall structure of the rotating part in the traction and walking system of the water working platform according to the third embodiment of the present invention;

图6为本发明第四种实施例所述水上作业平台牵引行走系统中阻尼传送单元所在位置示意图;Figure 6 is a schematic diagram of the location of the damping transmission unit in the traction and walking system of the water working platform according to the fourth embodiment of the present invention;

图7本发明第四种实施例所述水上作业平台牵引行走系统中浮力组件的整体结构示意图;Figure 7 is a schematic diagram of the overall structure of the buoyancy component in the traction and walking system of the water working platform according to the fourth embodiment of the present invention;

图8本发明第四种实施例所述水上作业平台牵引行走系统中阻尼转轴的整体结构示意图;Figure 8 is a schematic diagram of the overall structure of the damping rotating shaft in the traction walking system of the water working platform according to the fourth embodiment of the present invention;

图9本发明第四种实施例所述水上作业平台牵引行走系统中阻尼模块的整体结构示意图;Figure 9 is a schematic diagram of the overall structure of the damping module in the traction walking system of the water working platform according to the fourth embodiment of the present invention;

图10本发明第四种实施例所述水上作业平台牵引行走系统中阻尼转动套的整体结构示意图;Figure 10 is a schematic diagram of the overall structure of the damping rotating sleeve in the traction and walking system of the water working platform according to the fourth embodiment of the present invention;

图11本发明第四种实施例所述水上作业平台牵引行走系统中阻尼块的整体结构示意图;Figure 11 is a schematic diagram of the overall structure of the damping block in the traction walking system of the water working platform according to the fourth embodiment of the present invention;

图12本发明第四种实施例所述水上作业平台牵引行走系统中通透槽口的整体结构示意图;Figure 12 is a schematic diagram of the overall structure of the transparent slot in the traction walking system of the water working platform according to the fourth embodiment of the present invention;

图13本发明第四种实施例所述水上作业平台牵引行走系统中升降模块的整体结构示意图;Figure 13 is a schematic diagram of the overall structure of the lifting module in the traction and walking system of the water working platform according to the fourth embodiment of the present invention;

图14本发明第四种实施例所述水上作业平台牵引行走系统中风力锁定模块的整体结构示意图;Figure 14 is a schematic diagram of the overall structure of the wind locking module of the traction and walking system of the water working platform according to the fourth embodiment of the present invention;

图15本发明第四种实施例所述水上作业平台牵引行走系统中风力偏移板的整体结构示意图;Figure 15 is a schematic diagram of the overall structure of the wind deflection plate of the traction walking system of the water working platform according to the fourth embodiment of the present invention;

图16本发明第四种实施例所述水上作业平台牵引行走系统中锁定触发块的整体结构示意图。Figure 16 is a schematic diagram of the overall structure of the locking trigger block in the traction and traveling system of the water working platform according to the fourth embodiment of the present invention.

具体实施方式Detailed ways

为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合说明书附图对本发明的具体实施方式做详细的说明。In order to make the above objects, features and advantages of the present invention more obvious and understandable, the specific implementation modes of the present invention will be described in detail below with reference to the accompanying drawings.

在下面的描述中阐述了很多具体细节以便于充分理解本发明,但是本发明还可以采用其他不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本发明内涵的情况下做类似推广,因此本发明不受下面公开的具体实施例的限制。Many specific details are set forth in the following description to fully understand the present invention. However, the present invention can also be implemented in other ways different from those described here. Those skilled in the art can do so without departing from the connotation of the present invention. Similar generalizations are made, and therefore the present invention is not limited to the specific embodiments disclosed below.

其次,此处所称的“一个实施例”或“实施例”是指可包含于本发明至少一个实现方式中的特定特征、结构或特性。在本说明书中不同地方出现的“在一个实施例中”并非均指同一个实施例,也不是单独的或选择性的与其他实施例互相排斥的实施例。Second, reference herein to "one embodiment" or "an embodiment" refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. "In one embodiment" appearing in different places in this specification does not all refer to the same embodiment, nor is it a separate or selective embodiment that is mutually exclusive with other embodiments.

再其次,本发明结合示意图进行详细描述,在详述本发明实施例时,为便于说明,表示器件结构的剖面图会不依一般比例作局部放大,而且所述示意图只是示例,其在此不应限制本发明保护的范围。此外,在实际制作中应包含长度、宽度及深度的三维空间尺寸。Next, the present invention will be described in detail with reference to schematic diagrams. When describing the embodiments of the present invention in detail, for the convenience of explanation, the cross-sectional diagrams showing the device structure will not be partially enlarged according to the general scale, and the schematic diagrams are only examples and should not be used here. Limit the scope of protection of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in actual production.

如图1~2所示为本发明第一种实施例所述水上作业平台牵引行走系统的整体结构示意图,为了实现水上作业平台在水面上的牵引行走,且能够直接与水利工程的水底开槽、水底锚定以及直线布设的作业相配合,建造水上防污染的拦挡防线,在本实施例中该水上作业平台牵引行走系统包括牵引组件100和浮动平台200,牵引组件100与浮动平台200配合作用实现浮动平台200在水面上的运动。具体的,牵引组件100包括牵引链101和固定组件102,其中固定组件102设置于水域两岸,牵引链101的一端与两端岸边任一固定组件102连接作为起点,且牵引链101另一端设置于锚船的锚机上处于拉直状态,此处需要特别说明的是,牵引链101重量较小时,例如小质量的锚链,其是可以被锚船端拉直悬浮在水面上;以及浮动平台200,其浮动设置于水平面上,且浮动平台200还包括驱动件201,驱动件201设置于浮动平台200的上表面,且与牵引链101作用,牵引浮动平台200的行走。进一步的,本实施例中牵引链101为锚链,锚链是连接锚和船体之间的链条,用来传递和缓冲船舶所受的外力,也能产生一部分的摩擦力,锚链按制造方法分类有铸钢锚链、闪光焊接锚链以及锻造锚链;按链环结构分:有档链和无档链;有档锚链的链环设有横档,在尺寸和材质相同时,有档链的强度比无档链的大,变形小,且堆放时不易扭缠,为现代大中型船舶广泛采用。无档锚链的链环没有横档,能够用于小型船舶上,在本实施例中为了实现能够牵引链101与驱动件201之间的行走配合,牵引链101采用具有一定重量的无档锚链,其通过一端固定于岸边的固定组件102上,另一端能够被锚船牵引拉直后固定于相对岸的固定组件102上,此处无档锚链的一端在锚船中处于被收起的状态,随着锚船的前进慢慢被放出,锚船前进的过程中无档锚链一直处于绷紧拉直的状态,当锚船到达指定对岸后,无档锚链被放出的长度与两岸的距离相对应,基于上述的牵引链101,因施工过程对锚链的要求不同,当对锚链强度要求较高时,本实施例还可以选用重量较大的锚链,其沉入水底后的俯视状态为直线,此处提供沉入水底式的锚链作为另一种状态下的配合行走方式,形成一条牵引链101,也即作为浮动平台200的行走轨迹,使用时能够通过打捞起部分牵引链101与浮动平台200之间作用,因锚链重量较大,难以悬浮于水面之上,因此通过打捞起一小段与浮动平台200作用,其它部分依然处于沉底的状态,从而实现浮动平台200在水面上的行走作业。Figures 1 to 2 are schematic diagrams of the overall structure of the traction and walking system of the water working platform according to the first embodiment of the present invention. In order to realize the traction and walking of the water working platform on the water surface, it can directly communicate with the underwater groove of the water conservancy project. , underwater anchoring and linear laying operations are coordinated to build a blocking defense line for preventing pollution on the water. In this embodiment, the traction walking system of the water working platform includes a traction assembly 100 and a floating platform 200. The traction assembly 100 cooperates with the floating platform 200 Realize the movement of the floating platform 200 on the water surface. Specifically, the traction assembly 100 includes a traction chain 101 and a fixed assembly 102. The fixed assembly 102 is provided on both sides of the water. One end of the traction chain 101 is connected to any fixed assembly 102 on both ends of the shore as a starting point, and the other end of the traction chain 101 is provided It is in a straightened state on the windlass of the anchor ship. It should be noted here that when the weight of the traction chain 101 is small, such as a small-mass anchor chain, it can be straightened by the end of the anchor ship and suspended on the water; and the floating platform 200, which is floated on the horizontal plane, and the floating platform 200 also includes a driving member 201. The driving member 201 is disposed on the upper surface of the floating platform 200, and interacts with the traction chain 101 to pull the floating platform 200 to move. Further, in this embodiment, the traction chain 101 is an anchor chain. The anchor chain is a chain connecting the anchor and the ship hull. It is used to transmit and buffer the external force on the ship, and can also generate part of the friction. The anchor chain is manufactured according to the manufacturing method. It is classified into cast steel anchor chain, flash welded anchor chain and forged anchor chain; according to the chain link structure, it is divided into: geared chain and unstacked chain; the chain link of the geared anchor chain is equipped with rungs. When the size and material are the same, there are The strength of the chain is greater than that of the chain without a chain, the deformation is smaller, and it is not easy to twist when stacked. It is widely used by modern large and medium-sized ships. The chain link of the unblocked anchor chain has no rungs and can be used on small ships. In this embodiment, in order to realize the walking cooperation between the traction chain 101 and the driving part 201, the traction chain 101 adopts an unblocked anchor with a certain weight. The chain is fixed to the fixing component 102 on the shore through one end, and the other end can be pulled and straightened by the anchor ship and then fixed on the fixing component 102 on the opposite shore. Here, one end of the unblocked anchor chain is in the stowed position in the anchor ship. When the anchor ship reaches the designated opposite shore, the unblocked anchor chain will be released to the length of Corresponding to the distance between the two banks, based on the above-mentioned traction chain 101, due to the different requirements for the anchor chain during the construction process, when the strength requirements for the anchor chain are higher, this embodiment can also choose an anchor chain with a larger weight, which sinks The top view state behind the water is a straight line. Here, a submerged anchor chain is provided as a matching walking method in another state to form a traction chain 101, that is, as a walking track of the floating platform 200, which can be salvaged during use. It plays a role between part of the traction chain 101 and the floating platform 200. Since the weight of the anchor chain is large, it is difficult to float above the water surface. Therefore, a small section is salvaged to interact with the floating platform 200, and the other parts are still in a state of sinking to the bottom, thus realizing The floating platform 200 performs walking operations on the water.

如图3~4所示为本发明第二种实施例所述水上作业平台牵引行走系统的整体结构示意图,进一步为了实现浮动平台200在牵引链101在水面上进行简单快捷的行走,本实施例中与第一种实施例不同之处在于:牵引链101上还包括连接环101a,且固定组件102包括固定墩102a和固定环102b。具体的,牵引组件100包括牵引链101和固定组件102,其中固定组件102设置于水域两岸,牵引链101的一端与两端岸边任一固定组件102连接,且牵引链101另一端设置于锚船的锚机上处于拉直状态;以及浮动平台200,其浮动设置于水平面上,且浮动平台200还包括驱动件201,驱动件201设置于浮动平台200的上表面,且与牵引链101作用,牵引浮动平台200的行走,较佳的,驱动件201有两个,船前后各一个,不然锚链会和船体接触摩擦,影响直线布设。前后两个驱动件均可提供动力,工作时可选择运转一个,也可两个都运转提供动力。进一步的,本实施例中牵引链101为锚链,锚链是连接锚和船体之间的链条,用来传递和缓冲船舶所受的外力,也能产生一部分的摩擦力,锚链按制造方法分类有铸钢锚链、闪光焊接锚链以及锻造锚链;按链环结构分:有档链和无档链;有档锚链的链环设有横档,在尺寸和材质相同时,有档链的强度比无档链的大,变形小,且堆放时不易扭缠,为现代大中型船舶广泛采用。无档锚链的链环没有横档,能够用于小型船舶上,在本实施例中为了实现能够牵引链101与驱动件201之间的行走配合,牵引链101采用具有一定重量的无档锚链,其通过一端固定于岸边的固定组件102上,另一端被锚船牵引拉直后固定于相对岸的固定组件102上,此处无档锚链的一端在锚船中处于被收起的状态,随着锚船的前进慢慢被放出,锚船前进的过程中无档锚链一直处于绷紧拉直的状态,当锚船到达指定对岸后,无档锚链被放出的长度与两岸的距离相对应,此时再将无档锚链的另一端通过固定组件102固定在对岸上,实现无档锚链在水面上的拉直,形成牵引链101,也即作为浮动平台200的行走轨迹,实现浮动平台200在水面上的行走作业。进一步的,在本实施例中牵引链101上还包括连接环101a,而若干连接环101a之间通过规格相同的链环依次首尾套接的方式构成牵引链101,且两相邻之间的连接环101a所在的平面互相垂直,分别与纵向平面和水平面平行,进一步的,固定组件102还包括固定墩102a和固定环102b,固定墩102a分别设置于水域相对的两岸上,牵引链101拉直后通过固定环102b与固定墩102a连接。连接环101a与固定墩102a上的固定环102b套接,实现牵引链101与固定组件102的连接。Figures 3 to 4 show a schematic diagram of the overall structure of the traction and walking system of the water working platform according to the second embodiment of the present invention. Further, in order to realize the floating platform 200 to carry out simple and fast walking on the water surface with the traction chain 101, this embodiment The difference from the first embodiment is that the traction chain 101 also includes a connecting ring 101a, and the fixing assembly 102 includes a fixing pier 102a and a fixing ring 102b. Specifically, the traction assembly 100 includes a traction chain 101 and a fixed assembly 102. The fixed assembly 102 is disposed on both sides of the water. One end of the traction chain 101 is connected to any fixed assembly 102 on both ends of the shore, and the other end of the traction chain 101 is disposed on the anchor. The ship's anchor windlass is in a straightening state; and a floating platform 200 is set floating on the horizontal plane, and the floating platform 200 also includes a driving member 201, which is disposed on the upper surface of the floating platform 200 and interacts with the traction chain 101, To pull the floating platform 200 to move, it is better to have two driving members 201, one for the front and rear of the ship, otherwise the anchor chain will contact and rub with the ship body, affecting the straight line layout. Both the front and rear driving parts can provide power. When working, you can choose to operate one or both to provide power. Further, in this embodiment, the traction chain 101 is an anchor chain. The anchor chain is a chain connecting the anchor and the ship hull. It is used to transmit and buffer the external force on the ship, and can also generate part of the friction. The anchor chain is manufactured according to the manufacturing method. It is classified into cast steel anchor chain, flash welded anchor chain and forged anchor chain; according to the chain link structure, it is divided into: geared chain and unstacked chain; the chain link of the geared anchor chain is equipped with rungs. When the size and material are the same, there are The strength of the chain is greater than that of the chain without a chain, the deformation is smaller, and it is not easy to twist when stacked. It is widely used by modern large and medium-sized ships. The chain link of the unblocked anchor chain has no rungs and can be used on small ships. In this embodiment, in order to realize the walking cooperation between the traction chain 101 and the driving part 201, the traction chain 101 adopts an unblocked anchor with a certain weight. The chain is fixed to the fixing component 102 on the shore through one end, and the other end is pulled and straightened by the anchor ship and fixed on the fixing component 102 on the opposite shore. Here, one end of the unblocked anchor chain is stowed in the anchor ship. state, as the anchor ship moves forward, it is slowly released. During the process of the anchor ship moving forward, the unblocked anchor chain is always in a taut and straightened state. When the anchor ship reaches the designated opposite shore, the length of the unblocked anchor chain that is released is the same as The distance between the two banks corresponds to each other. At this time, the other end of the unblocked anchor chain is fixed on the opposite bank through the fixing assembly 102 to realize the straightening of the unblocked anchor chain on the water surface to form the traction chain 101, which is also used as the floating platform 200. The walking trajectory realizes the walking operation of the floating platform 200 on the water surface. Further, in this embodiment, the traction chain 101 also includes a connecting ring 101a, and several connecting rings 101a are connected end-to-end through chain rings with the same specifications to form the traction chain 101, and the connection between two adjacent ones is The planes where the rings 101a are located are perpendicular to each other and parallel to the longitudinal plane and the horizontal plane respectively. Furthermore, the fixing assembly 102 also includes a fixing pier 102a and a fixing ring 102b. The fixing piers 102a are respectively arranged on the two opposite banks of the water area. After the traction chain 101 is straightened It is connected to the fixing pier 102a through the fixing ring 102b. The connecting ring 101a is sleeved with the fixing ring 102b on the fixing pier 102a to realize the connection between the traction chain 101 and the fixing component 102.

如图5所示为本发明第三种实施例所述水上作业平台牵引行走系统的整体结构示意图,为了实现驱动件201通过与牵引链101之间相互作用驱动浮动平台200在牵引链101上的行走,在本实施例中与第二种实施例不同之处在于:驱动件201还包括旋转件201a、转轴201b以及动力装置。具体的,牵引组件100包括牵引链101和固定组件102,其中固定组件102设置于水域两岸,牵引链101的两端分别与固定组件102连接,且牵引链101处于拉直状态;以及浮动平台200,其浮动设置于水平面上,且浮动平台200还包括驱动件201,驱动件201设置于浮动平台200的上表面,且与牵引链101作用,牵引浮动平台200的行走。进一步的,本实施例中牵引链101为锚链,锚链是连接锚和船体之间的链条,用来传递和缓冲船舶所受的外力,也能产生一部分的摩擦力,锚链按制造方法分类有铸钢锚链、闪光焊接锚链以及锻造锚链;按链环结构分:有档链和无档链;有档锚链的链环设有横档,在尺寸和材质相同时,有档链的强度比无档链的大,变形小,且堆放时不易扭缠,为现代大中型船舶广泛采用。无档锚链的链环没有横档,能够用于小型船舶上,在本实施例中为了实现能够牵引链101与驱动件201之间的行走配合,牵引链101采用具有一定重量的无档锚链,其通过一端固定于岸边的固定组件102上,另一端被锚船牵引拉直后固定于相对岸的固定组件102上,此处无档锚链的一端在锚船中处于被收起的状态,随着锚船的前进慢慢被放出,锚船前进的过程中无档锚链一直处于绷紧拉直的状态,当锚船到达指定对岸后,无档锚链被放出的长度与两岸的距离相对应,此时再将无档锚链的另一端通过固定组件102固定在对岸上,实现无档锚链在水面上的拉直,形成牵引链101,也即作为浮动平台200的行走轨迹,实现浮动平台200在水面上的行走作业。进一步的,在本实施例中牵引链101上还包括连接环101a,而若干连接环101a之间通过规格相同的链环依次首尾套接的方式构成牵引链101,且两相邻之间的连接环101a所在的平面互相垂直,分别与纵向平面和水平面平行,进一步的,固定组件102还包括固定墩102a和固定环102b,固定墩102a分别设置于水域相对的两岸上,牵引链101拉直后通过固定环102b与固定墩102a连接。连接环101a与固定墩102a上的固定环102b套接,实现牵引链101与固定组件102的连接。本实施例中,其中驱动件201还包括旋转件201a、转轴201b以及动力装置,旋转件201a与转轴201b连接,动力装置驱动转轴201b转动从而驱动旋转件201a转动,进一步的,旋转件201a包括齿部201a-1和转轮201a-2,齿部201a-1依次间隔设置于转轮201a-2的外边缘,转轮201a-2与转轴201b连接,齿部201a-1在牵引链101上的移动,从而实现浮动平台200在牵引链101上的移动。动力装置为电机,其能够驱动旋转件201a的正或逆时针转动,实现浮动平台200在牵引链101上的前进或后退。本实施例中驱动件201驱动浮动平台200在牵引链101上行走的大致过程为:齿部201a-1嵌入连接环101a的链环中,相邻的齿部201a-1与处于水平面上的相邻连接环101a互相对应,相邻齿部201a-1之间构成的间隙与处于垂直面上的相邻连接环101a互相对应,因牵引链101处于拉直状态,当转轮201a-2转动时,齿部201a-1发生同步转动,从而齿部201a-1会依次嵌入连接环101a的链环中,由于齿部201a-1的限位,转轮201a-2发生转动会产生与连接环101a相对运动的趋势,此时连接环101a处于固定状态,运动趋势会驱使转轮201a-2在牵引链101的前进或者后退,而转轮201a-2固定于浮动平台200的上表面,从而实现浮动平台200在牵引组件100上的行走。Figure 5 is a schematic diagram of the overall structure of the traction and walking system of the water working platform according to the third embodiment of the present invention. In order to realize the interaction between the driving member 201 and the traction chain 101, the floating platform 200 is driven on the traction chain 101. For walking, the difference between this embodiment and the second embodiment is that the driving member 201 also includes a rotating member 201a, a rotating shaft 201b and a power device. Specifically, the traction assembly 100 includes a traction chain 101 and a fixed assembly 102, wherein the fixed assembly 102 is provided on both sides of the water, the two ends of the traction chain 101 are respectively connected to the fixed assembly 102, and the traction chain 101 is in a straightened state; and the floating platform 200 , which is floated on the horizontal plane, and the floating platform 200 also includes a driving member 201. The driving member 201 is disposed on the upper surface of the floating platform 200, and interacts with the traction chain 101 to pull the floating platform 200 to move. Further, in this embodiment, the traction chain 101 is an anchor chain. The anchor chain is a chain connecting the anchor and the ship hull. It is used to transmit and buffer the external force on the ship, and can also generate part of the friction. The anchor chain is manufactured according to the manufacturing method. It is classified into cast steel anchor chain, flash welded anchor chain and forged anchor chain; according to the chain link structure, it is divided into: geared chain and unstacked chain; the chain link of the geared anchor chain is equipped with rungs. When the size and material are the same, there are The strength of the chain is greater than that of the chain without a chain, the deformation is smaller, and it is not easy to twist when stacked. It is widely used by modern large and medium-sized ships. The chain link of the unblocked anchor chain has no rungs and can be used on small ships. In this embodiment, in order to realize the walking cooperation between the traction chain 101 and the driving part 201, the traction chain 101 adopts an unblocked anchor with a certain weight. The chain is fixed to the fixing component 102 on the shore through one end, and the other end is pulled and straightened by the anchor ship and fixed on the fixing component 102 on the opposite shore. Here, one end of the unblocked anchor chain is stowed in the anchor ship. state, as the anchor ship moves forward, it is slowly released. During the process of the anchor ship moving forward, the unblocked anchor chain is always in a taut and straightened state. When the anchor ship reaches the designated opposite shore, the length of the unblocked anchor chain that is released is the same as The distance between the two banks corresponds to each other. At this time, the other end of the unblocked anchor chain is fixed on the opposite bank through the fixing assembly 102 to realize the straightening of the unblocked anchor chain on the water surface to form the traction chain 101, which is also used as the floating platform 200. The walking trajectory realizes the walking operation of the floating platform 200 on the water surface. Further, in this embodiment, the traction chain 101 also includes a connecting ring 101a, and several connecting rings 101a are connected end-to-end through chain rings with the same specifications to form the traction chain 101, and the connection between two adjacent ones is The planes where the rings 101a are located are perpendicular to each other and parallel to the longitudinal plane and the horizontal plane respectively. Furthermore, the fixing assembly 102 also includes a fixing pier 102a and a fixing ring 102b. The fixing piers 102a are respectively arranged on the two opposite banks of the water area. After the traction chain 101 is straightened It is connected to the fixing pier 102a through the fixing ring 102b. The connecting ring 101a is sleeved with the fixing ring 102b on the fixing pier 102a to realize the connection between the traction chain 101 and the fixing component 102. In this embodiment, the driving member 201 also includes a rotating member 201a, a rotating shaft 201b and a power device. The rotating member 201a is connected to the rotating shaft 201b. The power device drives the rotating shaft 201b to rotate thereby driving the rotating member 201a to rotate. Further, the rotating member 201a includes teeth. The teeth 201a-1 and the runner 201a-2 are arranged at intervals on the outer edge of the runner 201a-2. The runner 201a-2 is connected to the rotating shaft 201b. The teeth 201a-1 are on the traction chain 101. move, thereby realizing the movement of the floating platform 200 on the traction chain 101. The power device is a motor, which can drive the rotating member 201a to rotate forward or counterclockwise to realize the forward or backward movement of the floating platform 200 on the traction chain 101. In this embodiment, the general process of the driving member 201 driving the floating platform 200 to walk on the traction chain 101 is as follows: the tooth portion 201a-1 is embedded in the link of the connecting ring 101a, and the adjacent tooth portion 201a-1 is in contact with the corresponding tooth portion on the horizontal plane. The adjacent connecting rings 101a correspond to each other, and the gap formed between the adjacent tooth portions 201a-1 corresponds to the adjacent connecting rings 101a on the vertical plane. Since the traction chain 101 is in a straightened state, when the runner 201a-2 rotates , the tooth portion 201a-1 rotates synchronously, so that the tooth portion 201a-1 will be embedded in the chain ring of the connecting ring 101a in turn. Due to the limitation of the tooth portion 201a-1, the rotation of the runner 201a-2 will produce a connection with the connecting ring 101a. The relative movement trend, when the connecting ring 101a is in a fixed state, the movement trend will drive the runner 201a-2 forward or backward in the traction chain 101, and the runner 201a-2 is fixed on the upper surface of the floating platform 200, thereby achieving floating The platform 200 travels on the traction assembly 100 .

如图6所示为本发明第四种实施例所述水上作业平台牵引行走系统中水位测量单元的整体结构示意图,牵引链101通过驱动件201的旋转由水底被打捞起时,以及放入水底时能够根据牵引链101的深度对水位进行实时的测量,便于操作人员及时掌握水深的数据,从而做好相应的防护措施,增加操作过程中的安全性。因此在本实施例中与上述实施例不同之处在于:该水上作业平台牵引行走系统还包括水位测量单元300,该水位测量单元300As shown in Figure 6 is a schematic diagram of the overall structure of the water level measurement unit in the traction walking system of the water working platform according to the fourth embodiment of the present invention. When the traction chain 101 is lifted from the bottom of the water through the rotation of the driving member 201, and when it is put into the bottom of the water At this time, the water level can be measured in real time according to the depth of the traction chain 101, so that the operator can grasp the water depth data in time, so as to take corresponding protective measures and increase the safety during the operation. Therefore, the difference between this embodiment and the above-mentioned embodiment is that the water working platform traction walking system also includes a water level measurement unit 300. The water level measurement unit 300

设置于牵引链101的两侧端,浮于水面S上且底端与沉入水底的牵引链101相连。具体的,It is arranged at both ends of the traction chain 101, floats on the water surface S, and the bottom end is connected to the traction chain 101 that sinks to the bottom of the water. specific,

如图7~16所示为本发明第四种实施例所述水上作业平台牵引行走系统的整体结构示意图,在上述实施例中水位测量单元300设置于水面上具有一定的浮力,例如可以是充气式的浮体,其在实际操作中还会存在水面水位的变化导致水位测量单元300与水底的牵引链101之间的拉力变大或者缩小,从而水位测量单元300能够随水位的变化而上升或下降,而沉入水底的牵引链101由于重量量很大不会发生移动,因此水位测量单元300与牵引链101之间的距离会发生相应的变化,根据此种间距的变化能够测量水位的深度。同时水位测量单元300浮于水面上会受到风力的影响而发生偏移,同样会导致水位测量单元300的偏移,影响测量的效果。因此在本实施例中与上述实施例不同之处在于:水位测量单元300还包括阻尼模块301、升降模块302以及风力锁定模块303,其中阻尼模块301能够产生一定的阻尼,在水位发生变化时,适应围隔的拉力变化实现水位测量单元300的上升或下降;升降模块302能够通过控制内部水量的多少调节浮力大小,从而控制水位测量单元300的升降;风力锁定模块303在遇大风时,对阻尼模块301进行锁定,避免风力作用导致阻尼模块301的转动。具体的,阻尼模块301包括阻尼转轴301a、阻尼块301b、阻尼转动套301c以及限位螺钉301d,参照图8中,阻尼转轴301a的两端还设置分隔板301a-1、螺纹301a-2以及卡槽301a-3,分隔板301a-1将阻尼转轴301a区分为两部分,位于分隔板301a-1两端为阻尼配合区,而测量卷布401位于分隔板301a-1之间的且卷在阻尼转轴301a上,通过旋转实现测量卷布401的收缩,此处需要说明的是:该阻尼转轴301a位于分隔板301a-1之间的部分能够发生相对与阻尼配合区的转动,即测量卷布401根据此种转动卷于阻尼转轴301a上,且该转动方式内还设置恢复弹簧,使得发生相对转动后具有恢复原始状态的趋势,即回转力。螺纹301a-2和卡槽301a-3均设置于分隔板301a-1外侧的阻尼转轴301a两端,且螺纹301a-2呈环形状,由阻尼转轴301a最外侧边缘向内延伸不与分隔板301a-1侧面接触,即二者之间留有空白区域,而卡槽301a-3沿螺纹301a-2螺旋延伸方向设置并抵触至分隔板301a-1上。参照图9~10所示,阻尼块301b套设于阻尼转轴301a上,外端被限位螺钉301d限位,限位螺钉301d能够与螺纹301a-2相配合改变距离,从而调节阻尼块301b与分隔板301a-1间的距离;且阻尼转动套301c套设于阻尼块301b二者之间实现阻尼配合。Figures 7 to 16 are schematic diagrams of the overall structure of the traction and walking system of the water working platform according to the fourth embodiment of the present invention. In the above embodiment, the water level measurement unit 300 is disposed on the water surface with a certain buoyancy, and can be inflated, for example. type floating body, in actual operation, changes in the water level will cause the pulling force between the water level measuring unit 300 and the traction chain 101 at the bottom to become larger or smaller, so that the water level measuring unit 300 can rise or fall with changes in the water level. , and the traction chain 101 that sinks to the bottom of the water will not move due to its large weight, so the distance between the water level measurement unit 300 and the traction chain 101 will change accordingly, and the depth of the water level can be measured based on this change in distance. At the same time, when the water level measuring unit 300 floats on the water, it will be affected by the wind and deflect, which will also cause the water level measuring unit 300 to deflect, affecting the measurement effect. Therefore, the difference between this embodiment and the above-mentioned embodiment is that the water level measurement unit 300 also includes a damping module 301, a lifting module 302 and a wind locking module 303. The damping module 301 can generate a certain amount of damping. When the water level changes, The water level measuring unit 300 can be raised or lowered by adapting to changes in the tensile force of the enclosure; the lifting module 302 can adjust the buoyancy by controlling the amount of internal water, thereby controlling the raising and lowering of the water level measuring unit 300; the wind locking module 303 can adjust the damping when encountering strong winds. The module 301 is locked to prevent the wind force from causing the damping module 301 to rotate. Specifically, the damping module 301 includes a damping rotating shaft 301a, a damping block 301b, a damping rotating sleeve 301c and a limiting screw 301d. Referring to Figure 8, the two ends of the damping rotating shaft 301a are also provided with partition plates 301a-1, threads 301a-2 and The slot 301a-3 and the partition plate 301a-1 divide the damping shaft 301a into two parts. The two ends of the partition plate 301a-1 are the damping matching areas, and the measuring roll 401 is located between the partition plates 301a-1. And it is rolled on the damping rotating shaft 301a, and the shrinkage of the rolling cloth 401 is measured through rotation. It should be noted here that the part of the damping rotating shaft 301a located between the partition plates 301a-1 can rotate relative to the damping matching area. That is, the measuring roll cloth 401 is rolled on the damping shaft 301a according to this rotation, and a recovery spring is also provided in this rotation mode, so that after relative rotation, it has a tendency to return to the original state, that is, the rotation force. The thread 301a-2 and the slot 301a-3 are both provided at both ends of the damping shaft 301a outside the partition plate 301a-1, and the thread 301a-2 is in the shape of a ring, extending inward from the outermost edge of the damping shaft 301a without being separated from it. The plates 301a-1 are in side contact, that is, there is a blank space between them, and the slot 301a-3 is provided along the spiral extension direction of the thread 301a-2 and resists the partition plate 301a-1. Referring to Figures 9 and 10, the damping block 301b is sleeved on the damping shaft 301a, and the outer end is limited by a limit screw 301d. The limit screw 301d can cooperate with the thread 301a-2 to change the distance, thereby adjusting the distance between the damping block 301b and The distance between the dividing plates 301a-1; and the damping rotating sleeve 301c is set between the damping blocks 301b to achieve damping cooperation.

进一步的,参照图11所示,阻尼块301b还包括内凸条301b-1和外凸条301b-2,本实施例中若干内凸条301b-1对应设置于卡槽301a-3内,实现阻尼块301b只能沿着阻尼转轴301a延伸的方向进行运动,不能发生在阻尼转轴301a的相对旋转。阻尼转动套301c套设于阻尼块301b上,一端与分隔板301a-1固定连接,此处可以通过焊接或者一体式结构实现,进一步的,阻尼转动套301c的内壁上还设置阻尼部301c-1和通透槽口301c-2,当阻尼转轴301a发生转动时,若干外凸条301b-2和阻尼部301c-1通过摩擦力的作用实现阻尼配合。且本实施例中通透槽口301c-2的内两侧壁上对称设置有轴孔301c-21,该轴孔301c-21能够与风力锁定模块303相作用。Further, as shown in Figure 11, the damping block 301b also includes inner convex strips 301b-1 and outer convex strips 301b-2. In this embodiment, several inner convex strips 301b-1 are correspondingly arranged in the slot 301a-3 to achieve The damping block 301b can only move along the direction in which the damping rotating shaft 301a extends, and cannot rotate relative to the damping rotating shaft 301a. The damping rotating sleeve 301c is set on the damping block 301b, and one end is fixedly connected to the partition plate 301a-1. This can be realized by welding or an integrated structure. Furthermore, a damping portion 301c- is also provided on the inner wall of the damping rotating sleeve 301c. 1 and the transparent notch 301c-2, when the damping shaft 301a rotates, several outer protrusions 301b-2 and the damping portion 301c-1 achieve damping cooperation through the action of friction. In this embodiment, shaft holes 301c-21 are symmetrically provided on the inner side walls of the transparent slot 301c-2, and the shaft holes 301c-21 can interact with the wind lock module 303.

参照图13所示为本发明所述升降模块302的整体结构示意图,其为浮筒结构。具体的,升降模块302包括容纳空间302a、裙布间隙302b、进气组件302c、进水组件302d以及排水组件302e,测量卷布401包裹于阻尼转轴301a上,二者设置于容纳空间302a内能够转动,测量卷布401通过裙布间隙302b向下展开,展开的部分位于水中进行防线拦挡,且分隔板301a-1固定设置于浮筒的两端,简单的说,升降模块302实际为阻尼模块301的支撑固定结构。为了实现升降模块302的升降保护,在本实施例中,浮筒内为中空结构,其内部能够进气和进水,通过中空结构内的水量和气体比例能够设置浮筒在水上的浮力大小,进一步的,进气组件302c与进水组件302d设置于升降模块302的顶端,排水组件302e设置于升降模块302的底端,本实施例中进气组件302c可以为气泵,进水组件302d与排水组件302e可以为水泵。其工作原理为:一方面当遇到水面结冰或者其它恶劣天气时,需要将水位测量单 元300放置水面以下,通过进气组件302c和进水组件302d控制浮筒中空结构内水量和气体 含量的比例,调节浮筒的浮力,使其上升或者下沉。另一方面通过调节阻尼大小(可预先进 行设置阻尼大小,通过橡胶材料或者挤压力度来调节摩擦力的大小),使得浮筒浮力与测量 卷布401之间产生的牵引力与阻尼大小相等,此时浮筒能够正好浮于水面上,当水面的水位 由于恶劣天气水位上升,导致浮力产生的牵引力大于阻尼力,此时阻尼转轴301a发生旋转,而测量卷布401内被拉出部分直至牵引力再次与阻尼力大小相等,实现水位测量单元300自适应水位变化的自动调节,能够在寒冷天气下对水位测量单元300进行下沉保护。Referring to Figure 13, a schematic diagram of the overall structure of the lifting module 302 of the present invention is shown, which is a pontoon structure. Specifically, the lifting module 302 includes an accommodation space 302a, a skirt cloth gap 302b, an air inlet assembly 302c, a water inlet assembly 302d, and a drainage assembly 302e. The measuring roll cloth 401 is wrapped around the damping rotating shaft 301a. Both of them are arranged in the accommodation space 302a. Rotate, and the measuring roll cloth 401 is unfolded downward through the skirt cloth gap 302b. The unfolded part is located in the water to block the line of defense, and the partition plates 301a-1 are fixedly installed at both ends of the pontoon. Simply put, the lifting module 302 is actually a damping module. 301 support fixed structure. In order to realize the lifting protection of the lifting module 302, in this embodiment, the pontoon is a hollow structure, and air and water can be admitted inside. The buoyancy of the pontoon on the water can be set by the water volume and gas ratio in the hollow structure. Further, , the air inlet assembly 302c and the water inlet assembly 302d are disposed at the top of the lifting module 302, and the drainage assembly 302e is disposed at the bottom of the lifting module 302. In this embodiment, the air inlet assembly 302c can be an air pump, and the water inlet assembly 302d and the drainage assembly 302e Can be a water pump. Its working principle is: on the one hand, when encountering ice on the water surface or other severe weather, the water level measuring unit 300 needs to be placed below the water surface, and the ratio of water volume and gas content in the hollow structure of the buoy is controlled through the air inlet assembly 302c and the water inlet assembly 302d. , adjust the buoyancy of the buoy to make it rise or sink. On the other hand, by adjusting the damping size (the damping size can be set in advance, and the friction force is adjusted through the rubber material or the extrusion force), the traction force generated between the buoyancy force of the float and the measuring cloth 401 is equal to the damping size. At this time The buoy can just float on the water. When the water level rises due to bad weather, the traction force generated by the buoyancy force is greater than the damping force. At this time, the damping shaft 301a rotates, and the part of the measuring roll cloth 401 is pulled out until the traction force matches the damping force again. The forces are equal in size, realizing automatic adjustment of the water level measuring unit 300 to adapt to changes in water level, and protecting the water level measuring unit 300 from sinking in cold weather.

参照图14~16,进一步的,为了避免水域环境中较大风力作用吹动水位测量单元300导致其在水面形成的拦挡防线变形,从而影响拦挡效果。因此在本实施例中还设置了风力锁定模块303,在遇较强风力时,对阻尼模块301进行锁定,且在水位上升时,能够解锁阻尼模块301,因此该锁定模块303还包括风力偏移板303a以及锁定触发块303b,需要说明的是,其二者均由弹性材料例如橡胶制成,具有一定的弹性。具体的,风力偏移板303a包括增大与风力接触面积的风板303a-1和对锁定触发块303b进行锁定的插销303a-2,该风板303a-1竖直设置于阻尼转动套301c的上端外侧面,且插销303a-2设置于风板303a-1的两侧。Referring to Figures 14 to 16, further, in order to prevent the water level measurement unit 300 from being blown by strong wind force in the water environment, causing the blocking defense line formed on the water surface to deform, thereby affecting the blocking effect. Therefore, in this embodiment, a wind lock module 303 is also provided. When strong wind is encountered, the damping module 301 is locked, and when the water level rises, the damping module 301 can be unlocked. Therefore, the locking module 303 also includes a wind offset. It should be noted that both the plate 303a and the locking trigger block 303b are made of elastic material such as rubber and have a certain degree of elasticity. Specifically, the wind deflection plate 303a includes a wind plate 303a-1 that increases the contact area with the wind and a latch 303a-2 that locks the locking trigger block 303b. The wind plate 303a-1 is installed vertically on the damping rotation sleeve 301c. The outer side of the upper end, and the latch pins 303a-2 are provided on both sides of the wind plate 303a-1.

而锁定触发块303b包括浮块303b-1、弹片303b-2以及压块303b-3。具体的,浮块303b-1具有一定的浮力,浮于水面,设置于压块303b-3的顶端,该压块303b-3具有一定的折角,且弹片303b-2设置于压块303b-3折角端且其末端抵触至阻尼转动套301c的外表面,压块303b-3下端部分设置于通透槽口301c-2内,上端延伸出的部分与浮块303b-1连接。进一步的,弹片303b-2上还设置限位孔303b-5,插销303a-2能够插入限位孔303b-5中完成锁定,且压块303b-3位于通透槽口301c-2内的部分内侧面设置有锁定凸起303b-4,该锁定凸起303b-4与外凸条301b-2相抵触作用实现锁定,其中压块303b-3的折角端还设置轴303b-31,其两端插入轴孔301c-21 内实现压块303b-3在通透槽口301c-2内的轴转动。The locking trigger block 303b includes a floating block 303b-1, a spring piece 303b-2 and a pressure block 303b-3. Specifically, the floating block 303b-1 has a certain buoyancy, floats on the water surface, and is arranged on the top of the pressing block 303b-3. The pressing block 303b-3 has a certain folding angle, and the elastic piece 303b-2 is arranged on the pressing block 303b-3. The angled end and its end are in contact with the outer surface of the damping rotation sleeve 301c. The lower end of the pressing block 303b-3 is set in the transparent slot 301c-2, and the extended portion of the upper end is connected to the floating block 303b-1. Further, the elastic piece 303b-2 is also provided with a limit hole 303b-5, the latch 303a-2 can be inserted into the limit hole 303b-5 to complete locking, and the pressure block 303b-3 is located in the part of the transparent slot 301c-2. A locking protrusion 303b-4 is provided on the inner side, and the locking protrusion 303b-4 conflicts with the outer protrusion 301b-2 to achieve locking. The corner end of the pressing block 303b-3 is also provided with a shaft 303b-31, and its two ends are Insert into the shaft hole 301c-21 to realize the shaft rotation of the pressing block 303b-3 in the transparent slot 301c-2.

本实施例中风力锁定模块303的工作原理如下:当水位处于正常状态下,即浮块303b-1浮力大小等于其重力,此时正好浮于水面上,压块303b-3正好位于通透槽口301c-2内,锁定凸起303b-4与外凸条301b-2之间压力满足锁定条件,此时处于锁定状态,测量卷布401长度稳定。而当水位上升时,浮块303b-1受到的浮力将会增加,导致浮块303b-1上升,此时便带动压块303b-3发生轴转动,压块303b-3的折角端下半部分向上翘起,该锁定凸起303b-4与外凸条301b-2之间压力减小,此时处于解锁状态,阻尼转动套301c能够发生转动,测量卷布401的长度由卷于阻尼转轴301a内被拉出变长,实现对水位上升的自适应,在此过程中,如遇较强风力时,吹动风力偏移板303a,向风力的方向进行偏移,此时插销303a-2便插入限位孔303b-5中阻止浮块303b-1向上运动的趋势,对其进行锁定,阻尼转动套301c无法发生转动,由此完成在较强风力中对阻尼模块301的锁定。基于上述不难发现,当水位下降时,只需通过调节升降模块302,从而控制浮块303b-1与水面之间的关系,即浮块303b-1所受浮力的大小,同理可知,便能实现阻尼模块301的锁定和解锁,此处需要说明的是,测量卷布401长度发生变化与阻尼转轴301a的同步转动,能够通过阻尼转轴301a转动的圈数对应测量卷布401的长度变化,从而测量初始测量卷布401与水底的牵引链101之间的长度加上阻尼转轴301a因为水位变化发生转动的圈数(该圈数对应测量卷布401伸出的长度)便能够得出水位的深度,且风力锁定模块303保证了在强风环境下测量卷布401的长度不发生变化。The working principle of the wind lock module 303 in this embodiment is as follows: when the water level is in a normal state, that is, the buoyancy of the floating block 303b-1 is equal to its gravity, and it is just floating on the water surface, and the pressure block 303b-3 is just in the transparent groove. In the opening 301c-2, the pressure between the locking protrusion 303b-4 and the outer protrusion 301b-2 meets the locking condition. At this time, it is in the locked state, and the length of the measured roll cloth 401 is stable. When the water level rises, the buoyancy force on the floating block 303b-1 will increase, causing the floating block 303b-1 to rise. At this time, the pressure block 303b-3 will be driven to rotate, and the lower half of the corner end of the pressure block 303b-3 will rotate. When it tilts upward, the pressure between the locking protrusion 303b-4 and the outer protrusion 301b-2 is reduced. At this time, it is in an unlocked state, and the damping rotating sleeve 301c can rotate. The length of the rolled cloth 401 is measured by being rolled around the damping rotating shaft 301a. The inner part is pulled out and becomes longer to realize the adaptation to the rising water level. During this process, if strong wind is encountered, the wind deflection plate 303a is blown and deflected in the direction of the wind. At this time, the latch 303a-2 will Insert into the limiting hole 303b-5 to prevent the upward movement of the floating block 303b-1 and lock it, so that the damping rotating sleeve 301c cannot rotate, thus completing the locking of the damping module 301 in strong wind. Based on the above, it is easy to find that when the water level drops, you only need to adjust the lifting module 302 to control the relationship between the floating block 303b-1 and the water surface, that is, the size of the buoyancy force on the floating block 303b-1. By the same token, The damping module 301 can be locked and unlocked. It should be noted here that the change in the length of the roll cloth 401 is measured in conjunction with the synchronous rotation of the damping shaft 301a. The change in length of the roll cloth 401 can be measured correspondingly by the number of turns of the damping shaft 301a. Therefore, by measuring the length between the initial measurement roll 401 and the traction chain 101 on the bottom of the water and adding the number of turns the damping shaft 301a rotates due to changes in water level (the number of turns corresponds to the length of the measurement roll 401 extending out), the water level can be obtained. Depth, and the wind lock module 303 ensures that the length of the measured roll cloth 401 does not change in a strong wind environment.

基于上述的水上作业平台牵引行走系统,该系统中的牵引链能够直接作为水利工程的水底开槽、水底锚定以及直线布设的作业中的核心部件,使用完成后的牵引链直接沉入水底进行直线布设,多个水上作业中能够共用,每个环节无需更换作业设备,无间断式的连续作业,不仅大大降低由于更换设备中的拆卸安装时间,提高作业的连续性,提高整个水利工程中的效率,在本实施例以应用在于桥水库的防污染拦挡防线为例说明,于桥水库位于天津市蓟县城东。水库坝址建于蓟运河左支流州河出口处,是 治理蓟运河的主要工程之一。控制流域面积2060km2,总库容15.59亿m3。上游主要入库河流Based on the above-mentioned traction walking system of the water working platform, the traction chain in this system can be directly used as the core component in the underwater trenching, underwater anchoring and linear layout operations of water conservancy projects. The completed traction chain can be directly sunk to the bottom of the water for work. Straight-line layout can be shared in multiple water operations. There is no need to replace operating equipment in each link. Uninterrupted continuous operations not only greatly reduce the disassembly and installation time due to replacement of equipment, improve the continuity of operations, and improve the efficiency of the entire water conservancy project. Efficiency is explained in this embodiment by taking the anti-pollution barrier line applied to Yuqiao Reservoir as an example. Yuqiao Reservoir is located in the east of Jixian County, Tianjin City. The reservoir dam site was built at the outlet of Zhouhe River, the left branch of Jiyun Canal. It is one of the main projects to control Jiyun Canal. The controlled watershed area is 2060km2, and the total storage capacity is 1.559 billion m3. The main rivers entering the reservoir in the upper reaches

为淋河、沙河和黎河,多年平均径流量为5 .06亿m3。1983年引滦入津工程建成后,于桥水库 正式纳入引滦入津工程管理,成为天津唯一的水源地,其主要功能以防洪、城市供水为主, 兼顾灌溉、发电等,于桥水库中,该水库枢纽工程有拦河坝、放水洞、溢洪道、水电站。拦河坝 为均质土坝,即本实施例中水库大坝100,其全长2222m,最大坝高24m,坝顶高程28.72m,放 水洞(兼发电洞)洞径5m,此处放水洞为本实施例中放水涵洞A,于桥水库中的流水通过该放 水涵洞A实现水库集水以及放水等操作,而坝后电站设贯流式机组四台,总装机5000千瓦。 溢洪道为开敞式堰闸,八孔闸门,净宽80m,最大泄洪能力4138m3/s,水库下游直接影响范围 有蓟县、宝坻、宁河、玉田、汉沽等各县(区)的低洼地区近百万人口,300余万亩耕地,1983年 引滦入津工程建成后,于桥水库正式纳入引滦入津工程管理,成为天津唯一的水源地,其主 要功能以防洪、城市供水为主,兼顾灌溉、发电等,因此于桥水库的水质好坏直接影响其下 游城市的供水安全。They are Linhe, Shahe and Lihe, with an average annual runoff of 506 million m3. After the completion of the Luanhe to Tianjin project in 1983, Yuqiao Reservoir was officially included in the management of the Luanhe to Tianjin project, becoming the only water source in Tianjin. The main functions are flood control and urban water supply, as well as irrigation, power generation, etc. In the Yuqiao Reservoir, the reservoir hub project includes a barrage, water discharge tunnel, spillway, and hydropower station. The barrage is a homogeneous earth dam, that is, the reservoir dam 100 in this embodiment, with a total length of 2222m, a maximum dam height of 24m, a dam top elevation of 28.72m, and a water discharge tunnel (also a power generation tunnel) with a diameter of 5m. The water discharge tunnel here is the base. In the embodiment, water discharge culvert A is used, and the flowing water in the Yuqiao Reservoir can realize operations such as water collection and water discharge in the reservoir. The power station behind the dam is equipped with four tubular flow generating units with a total installed capacity of 5,000 kilowatts. The spillway is an open weir gate with eight holes, with a net width of 80m and a maximum flood discharge capacity of 4138m3/s. The downstream area of the reservoir directly affects nearly 100 low-lying areas in Jixian, Baodi, Ninghe, Yutian, Hangu and other counties (districts). With a population of 10,000 and more than 3 million acres of cultivated land, in 1983 after the completion of the Luan River Diversion Project, Yuqiao Reservoir was officially included in the management of the Luan River Diversion Project and became the only water source in Tianjin. Its main functions are flood control and urban water supply. Irrigation, power generation, etc. Therefore, the water quality of Yuqiao Reservoir directly affects the water supply security of its downstream cities.

氮、磷的输入导致于桥水库水体呈富营养化趋势。一般认为水体中N、P浓度分别达到0.2mg/L和0.02mg/L时,藻类就会大量滋生。于桥水库水质受上游来水及水库周边环境影响,近几年来,总氮年均值一直高于1 .15mg/L,总磷高于0 .025mg/L。汛期6-9月,大量的氮、 磷负荷随径流输入到水库内,为蓝藻的生长提供了营养基础,为蓝藻水华创造了初步的条 件。丰富的营养物质同时也使水库部分优势种群的水草如菹草的生长量极大,每年从库区 水面打捞出菹草近9 .5万m3。菹草生长面积除州河主河道外,基本已经覆盖了整个库区。此 外于桥水库自身形态特征也为水体富营养化和蓝藻水华爆发提供了有利条件。北部因水深小,光辐射相对可达到水下较深处而使水温较高,且水流速慢,无论有风无风对改善其流态作用不大,故更宜于藻类的繁殖和聚集利于藻类繁殖,使得该区域成为水库浮游植物的高值区。受多重条件影响,于桥水库夏季极易形成蓝藻水华,为城市供水安全造成威胁。但其实于桥水库发生蓝藻水华并不可怕,因为自然生长的活体蓝藻并不会污染水质;但若处置不力,就会在坝前水域(下风向)高度聚积,进而死亡腐烂污染水质。因此,必须利用蓝藻漂 移集聚的自然特性,借助于桥水库的地形、风力和水流,在其漂移集聚的路径上设置拦挡- 导流-除藻设施,有效富集清除蓝藻,这不仅可以防止坝前水域蓝藻灾害的发生,还可以通过大量清除蓝藻降低全库区蓝藻群体基数并带走所含营养物质,有效遏制水体中营养盐的积累和蓝藻水华的发展。目前虽然在坝前采取了应急措施来清除聚积的蓝藻,但水质污染已经形成,供水中蓝藻含量过高,蓝藻腐烂分解释放的污染物质严重影响了供水水质。The input of nitrogen and phosphorus has caused the water body of Yuqiao Reservoir to become eutrophic. It is generally believed that when the N and P concentrations in the water reach 0.2mg/L and 0.02mg/L respectively, algae will grow in large numbers. The water quality of Yuqiao Reservoir is affected by the upstream water and the environment surrounding the reservoir. In recent years, the annual average value of total nitrogen has been higher than 1.15mg/L, and the total phosphorus has been higher than 0.025mg/L. During the flood season from June to September, a large amount of nitrogen and phosphorus loads are input into the reservoir with runoff, providing a nutritional basis for the growth of cyanobacteria and creating preliminary conditions for cyanobacteria blooms. The rich nutrients also enable some of the dominant populations of aquatic plants in the reservoir, such as waterweeds, to grow in great quantities. Nearly 95,000 m3 of waterweeds are fished out of the water surface of the reservoir every year. Except for the main channel of the Zhouhe River, the growing area of philodendron has basically covered the entire reservoir area. In addition, the morphological characteristics of Yuqiao Reservoir also provide favorable conditions for water eutrophication and the outbreak of cyanobacteria blooms. Due to the small water depth in the north, light radiation can reach relatively deep underwater, resulting in higher water temperature and slow water flow. Whether there is wind or not, it has little effect on improving the flow pattern, so it is more suitable for the reproduction and accumulation of algae. Algae blooms make this area a high-value area for phytoplankton in the reservoir. Affected by multiple conditions, cyanobacteria blooms are easily formed in Yuqiao Reservoir in summer, posing a threat to the safety of urban water supply. But in fact, the occurrence of blue-green algae blooms in Yuqiao Reservoir is not terrible, because naturally growing living blue-green algae will not pollute the water quality. However, if the treatment is not effective, it will accumulate in the waters in front of the dam (downwind), and then die and rot, polluting the water quality. Therefore, it is necessary to make use of the natural characteristics of cyanobacteria drifting and gathering, and with the help of the topography, wind and water flow of the Qiao Reservoir, set up blocking-diversion-algae removal facilities on the path of their drifting and gathering, to effectively enrich and remove cyanobacteria, which can not only prevent the dam from The occurrence of blue-green algae disasters in the front waters can also reduce the base of the blue-green algae population in the entire reservoir area and take away the nutrients contained in it by removing large amounts of blue-green algae, effectively curbing the accumulation of nutrients in the water body and the development of blue-green algae blooms. Although emergency measures have been taken to remove accumulated cyanobacteria in front of the dam, water quality pollution has already formed. The content of cyanobacteria in the water supply is too high, and the pollutants released by the decay and decomposition of cyanobacteria have seriously affected the quality of the water supply.

因此需要在水库大坝前咽喉部位设置智能拦挡防线,用以拦挡水华藻类防止污染,而本发明所述水上作业平台牵引行走系统应用于此处拦挡防线的建造,例如包括水底开槽、水底锚定以及直线布设的作业,其中水底开槽利用浮动平台200在牵引组件100上的行走,在浮动平台200的底部连接重物沉于水底,通过浮动平台200在水面的移动将水底的重物在水库底部来回拖动,能够将水底淤泥沿拖动轨迹排除,从而在水库的底部开出与牵引链101相对应的槽。进一步的,再次利用浮动平台200,将牵引链101上绑住浮体,此处通过尼龙绳将浮体绑于连接环101a的环内,浮体放置在浮动平台200上,随着浮动平台200的移动逐渐将浮体绑于牵引链101上,当完成绑定时,浮动平台200返航,此处需要说明的是,牵引链101需要沉底时,其一端与岸上的固定组件102,另一端与锚船连接,因此牵引链101的长度能够随着锚船端的放出逐渐变长,正常情况下使用水上作业平台时,为了增加其稳定性,将锚船端的牵引链101固定于固定组件102,因此该种状态下的牵引链101分别连接水域两岸的固定组件102,从而在浮动平台200返航时,逐渐剪断牵引链101与浮体连接的尼龙绳,随着牵引链101在锚船端的释放,由于牵引链101的重力作用实现牵引链101的逐渐沉底,完成直线沉底布设的作业。其中水底锚定作业与牵引链101沉底操作同步,在浮体与牵引链101的绑定的同时将缝制的石笼袋一并绑在牵引链101上,当剪断浮体上的尼龙绳时,石笼袋与牵引链101连接,其随着牵引链101一同沉入水库底部完成锚定作业。Therefore, it is necessary to set up an intelligent blocking and defense line at the throat in front of the reservoir dam to block algae blooms and prevent pollution. The traction walking system of the water working platform of the present invention is applied to the construction of the blocking and defense line here, including underwater slotting, underwater Anchoring and straight-line laying operations, in which underwater troughing utilizes the floating platform 200 to walk on the traction assembly 100, connect heavy objects to the bottom of the floating platform 200 and sink them to the bottom of the water, and move the floating platform 200 on the water surface to remove the heavy objects on the water bottom. Dragging back and forth at the bottom of the reservoir can remove the bottom mud along the dragging trajectory, thereby opening a groove corresponding to the traction chain 101 at the bottom of the reservoir. Further, the floating platform 200 is used again to tie the floating body to the traction chain 101. Here, the floating body is tied to the ring of the connecting ring 101a through a nylon rope. The floating body is placed on the floating platform 200. As the floating platform 200 moves, it gradually The floating body is tied to the traction chain 101. When the binding is completed, the floating platform 200 returns. It should be noted here that when the traction chain 101 needs to sink to the bottom, one end of the traction chain 101 is connected to the fixed component 102 on the shore and the other end is connected to the anchor boat. , so the length of the traction chain 101 can gradually become longer as the anchor ship end is released. Under normal circumstances, when using the water working platform, in order to increase its stability, the traction chain 101 at the anchor ship end is fixed to the fixed component 102, so in this state The traction chain 101 below is connected to the fixed components 102 on both sides of the water respectively, so that when the floating platform 200 returns, the nylon rope connecting the traction chain 101 and the floating body is gradually cut off. As the traction chain 101 is released at the anchor ship end, due to the The effect of gravity realizes the gradual sinking of the traction chain 101 to the bottom, completing the straight line sinking and laying operation. The underwater anchoring operation is synchronized with the bottom sinking operation of the traction chain 101. When the floating body is bound to the traction chain 101, the sewn gabion bag is also tied to the traction chain 101. When the nylon rope on the floating body is cut, The gabion bag is connected to the traction chain 101, and along with the traction chain 101, it sinks to the bottom of the reservoir to complete the anchoring operation.

应说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的精神和范围,其均应涵盖在本发明的权利要求范围当中。It should be noted that the above embodiments are only used to illustrate the technical solution of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solution of the present invention can be carried out. Modifications or equivalent substitutions without departing from the spirit and scope of the technical solution of the present invention shall be included in the scope of the claims of the present invention.

Claims (10)

1. The utility model provides a water work platform pulls traveling system which characterized in that: comprising the steps of (a) a step of,
the traction assembly (100), the traction assembly (100) comprises a traction chain (101) and a fixing assembly (102), the fixing assembly (102) is arranged on two sides of a water area, and the traction chain (101) is connected with the fixing assembly (102); the method comprises the steps of,
the floating platform (200) is arranged on a horizontal plane in a floating way, the floating platform (200) further comprises a driving piece (201), and the driving piece (201) is arranged on the upper surface of the floating platform (200) and acts with the traction chain (101) to traction the floating platform (200) to walk;
the water level measuring unit (300) further comprises a damping module (301), a lifting module (302) and a wind power locking module (303), wherein the damping module (301) comprises a damping rotating shaft (301 a), a damping block (301 b), a damping rotating sleeve (301 c) and a limit screw (301 d), the water level measuring unit (300) is arranged at two side ends of the traction chain (101), floats on the water surface (S) and is connected with the submerged traction chain (101) at the bottom end;
The two ends of the damping rotating shaft (301 a) are further provided with a partition plate (301 a-1), threads (301 a-2) and clamping grooves (301 a-3), the partition plate (301 a-1) divides the damping rotating shaft (301 a) into two parts, two ends of the partition plate (301 a-1) are damping fit areas, the measuring rolling cloth (401) is arranged between the partition plates (301 a-1) and is rolled on the damping rotating shaft (301 a), and shrinkage of the measuring rolling cloth (401) is achieved through rotation;
the damping block (301 b) further comprises an inner convex strip (301 b-1) and an outer convex strip (301 b-2), and a plurality of inner convex strips (301 b-1) are correspondingly arranged in the clamping groove (301 a-3);
the damping rotating sleeve (301 c) is sleeved on the damping block (301 b), one end of the damping rotating sleeve is fixedly connected with the partition plate (301 a-1), and a damping part (301 c-1) and a through notch (301 c-2) are further arranged on the inner wall of the damping rotating sleeve (301 c);
shaft holes (301 c-21) are symmetrically arranged on the inner two side walls of the through notch (301 c-2), and the shaft holes (301 c-21) can act with the wind power locking module (303);
the lifting module (302) comprises a containing space (302 a), a skirt cloth gap (302 b), an air inlet assembly (302 c), a water inlet assembly (302 d) and a water discharge assembly (302 e), wherein a measuring rolling cloth (401) is wrapped on a damping rotating shaft (301 a), the measuring rolling cloth and the damping rotating shaft are arranged in the containing space (302 a) and can rotate, the measuring rolling cloth (401) is unfolded downwards through the skirt cloth gap (302 b), and partition plates (301 a-1) are fixedly arranged at two ends of a pontoon;
The wind power locking module (303) further comprises a wind power deflection plate (303 a) and a locking triggering block (303 b), wherein the locking triggering block (303 b) comprises a floating block (303 b-1), a spring piece (303 b-2) and a pressing block (303 b-3);
the floating block (303 b-1) has certain buoyancy, floats on the water surface and is arranged at the top end of the pressing block (303 b-3), the pressing block (303 b-3) has certain folding angle, the elastic sheet (303 b-2) is arranged at the folding angle end of the pressing block (303 b-3) and the tail end of the elastic sheet is abutted to the outer surface of the damping rotating sleeve (301 c), the lower end part of the pressing block (303 b-3) is arranged in the through notch (301 c-2), and the part extending out of the upper end is connected with the floating block (303 b-1);
the elastic piece (303 b-2) is further provided with a limiting hole (303 b-5), the bolt (303 a-2) can be inserted into the limiting hole (303 b-5) to complete locking, the inner side surface of the part of the pressing piece (303 b-3) located in the through notch (301 c-2) is provided with a locking protrusion (303 b-4), the locking protrusion (303 b-4) is in contact with the outer protrusion (301 b-2) to realize locking, wherein the bevel end of the pressing piece (303 b-3) is further provided with a shaft (303 b-31), and the two ends of the shaft are inserted into the shaft hole (301 c-21) to realize shaft rotation of the pressing piece (303 b-3) in the through notch (301 c-2).
2. The marine work platform traction traveling system of claim 1, wherein: the traction chain (101) further comprises connecting rings (101 a), and the plurality of connecting rings (101 a) form the traction chain (101) in a ring sequential head-to-tail sleeving mode.
3. The water work platform traction travel system of claim 2 wherein: the traction chain (101) is an anchor chain, one end of the anchor chain is fixed on the fixed component (102) on the shore, and the other end of the anchor chain is fixed on the fixed component (102) on the opposite shore after being pulled and straightened by an anchor ship.
4. A water work platform traction traveling system as claimed in claim 3, wherein: the fixed assembly (102) comprises fixed piers (102 a) and fixed rings (102 b), the fixed piers (102 a) are respectively arranged on two opposite banks of a water area, and the traction chain (101) is connected with the fixed piers (102 a) through the fixed rings (102 b) after being straightened.
5. The water work platform traction traveling system of any one of claims 2-4, wherein: the driving piece (201) further comprises a rotating piece (201 a), a rotating shaft (201 b) and a power device, wherein the rotating piece (201 a) is connected with the rotating shaft (201 b), and the power device drives the rotating shaft (201 b) to rotate so as to drive the rotating piece (201 a) to rotate.
6. The marine work platform traction traveling system of claim 5, wherein: the rotating piece (201 a) comprises a tooth part (201 a-1) and a rotating wheel (201 a-2), the tooth part (201 a-1) is sequentially arranged at the outer edge of the rotating wheel (201 a-2) at intervals, and the rotating wheel (201 a-2) is connected with the rotating shaft (201 b).
7. The marine work platform traction traveling system of claim 6, wherein: the tooth parts (201 a-1) can be sequentially embedded into the annular grooves of the connecting ring (101 a) by rotating, so that the tooth parts (201 a-1) are driven to move in the traction chain (101).
8. The water work platform traction traveling system of claim 7, wherein: the planes of the adjacent connecting rings (101 a) are perpendicular to each other.
9. The water work platform traction traveling system of claim 7, wherein: movement of the tooth (201 a-1) on the towing chain (101) thereby effecting movement of the floating platform (200) on the towing chain (101).
10. The water work platform traction traveling system of claim 9, wherein: the power device is a motor which can drive the rotating piece (201 a) to rotate positively or anticlockwise, so that the floating platform (200) can move forwards or backwards on the traction chain (101).
CN201810041732.3A 2018-01-16 2018-01-16 Traction traveling system of water operation platform Active CN108341041B (en)

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CN110806716A (en) * 2019-11-01 2020-02-18 四川建筑职业技术学院 An intelligent system for dynamic monitoring of snail survival status based on wireless network

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