CN209146602U - A multipurpose pipe suspended in water - Google Patents
A multipurpose pipe suspended in water Download PDFInfo
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- CN209146602U CN209146602U CN201821763726.0U CN201821763726U CN209146602U CN 209146602 U CN209146602 U CN 209146602U CN 201821763726 U CN201821763726 U CN 201821763726U CN 209146602 U CN209146602 U CN 209146602U
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Abstract
本实用新型一种水中悬浮的多用途管道,主要由管道、锚索和混凝土配重块组成,采用管中管的复合结构增强了管道的耐久性,管道与管道之间采用法兰盘连接,法兰盘中采用特殊的GINA止水带和OMEGA止水带形成的复合式止水带保证了管道的密实性,重力式锚固方式施工简便又环保,并配合加装阻尼器的锚索一起提供了良好的抗震性能,降低海底脱空的不良影响。本实用新型能够有效解决现有海底输油管道、海面轮船运输石油以及两个岸基间架设市政管线不方便的问题和弊端,具有施工简便快速,绿色环保,安全可靠,社会效益、经济效益好等优点。
The utility model is a multi-purpose pipeline suspended in water, which is mainly composed of a pipeline, an anchor cable and a concrete counterweight block. The composite structure of the pipe-in-pipe is adopted to enhance the durability of the pipeline. The composite waterstop formed by the special GINA waterstop and OMEGA waterstop in the flange ensures the tightness of the pipeline. The gravity anchoring method is simple and environmentally friendly, and is provided together with the anchor cable with the damper installed. It has good seismic performance and reduces the adverse effects of seabed emptying. The utility model can effectively solve the problems and disadvantages of the existing submarine oil pipelines, oil transportation by ships on the sea surface and the inconvenience of erecting municipal pipelines between two shore bases, and has the advantages of simple and fast construction, green environmental protection, safety and reliability, and good social and economic benefits. advantage.
Description
技术领域technical field
本实用新型属于土木工程领域,具体涉及一种水中悬浮的多用途管道。The utility model belongs to the field of civil engineering, in particular to a multipurpose pipeline suspended in water.
背景技术Background technique
随着社会的发展,在一些生产生活的场景中,常常需要跨水域连通或运输,比如:海中石油钻井平台将开采的原油运送至陆上,传统的方法有轮船运输和海底管道运输。就轮船运输而言,其受天气影响较大,且运输成本较高,费时费工;就海底管道运输而言,其施工成本较高,后期维护和检修困难,再者其抗震性能差,穿越地震带时,时常受到地震影响,轻则扰动管线增加维护成本,重则破坏管线造成石油泄漏,污染环境,后患无穷。另外,将陆上的通信电缆、电线、输气管线、供暖供水等市政管线与小岛或对岸进行连通,也大多采用水中沉管或水面架设管道的方法,同样面对诸多施工难度、成本方面的问题。With the development of society, in some production and life scenarios, it is often necessary to connect or transport across waters. For example, oil drilling platforms in the sea transport the extracted crude oil to the land. The traditional methods include ship transportation and submarine pipeline transportation. In terms of ship transportation, it is greatly affected by weather, and the transportation cost is high, which is time-consuming and labor-intensive; in terms of submarine pipeline transportation, its construction cost is relatively high, and post-maintenance and repair are difficult, and its seismic performance is poor. In the earthquake zone, it is often affected by earthquakes, which may disturb the pipelines and increase maintenance costs, or damage the pipelines and cause oil leakage, pollute the environment, and cause endless troubles. In addition, to connect the municipal pipelines such as communication cables, electric wires, gas pipelines, heating and water supply on land with the island or the other side, most of them use the method of immersing pipes in water or erecting pipes on the water surface, which also faces many construction difficulties and costs. The problem.
因此,针对现有解决方案的不足与缺点,研发一种新型的水中运输、连通方式迫在眉睫,这能使人们的生产生活更加便捷。Therefore, in view of the shortcomings and shortcomings of the existing solutions, it is urgent to develop a new type of water transportation and connection method, which can make people's production and life more convenient.
经过专利和文献检索,有一项对于此类工程进行研究的专利,专利公布号为CN103822019A,通过对该专利的学习与研究,其发明中有以下几点值得进一步商榷:After patent and literature search, there is a patent for research on this kind of engineering, the patent publication number is CN103822019A. Through the study and research of this patent, the following points are worthy of further discussion:
固定管道的方式有张力腿式、浮筒式和固定支座三种。其中,张力腿式的抗拔桩需要在水底打钻注浆,可操作性差,施工难度大,工程排泄物会污染水质,且水中存在较多淤泥导致抗拔桩长度增加,提高工程造价;浮筒式受水面波流影响严重,使得管道位置无法固定,增加了浮筒及管道被破坏的可能,同时会影响水面交通,在外观方面破坏原有面貌;固定支座式的水底工程量大,抗震性能差,若水底很深时固定支座需要做的十分庞大,如此不能保障经济性。There are three ways to fix the pipeline: tension leg type, buoy type and fixed support. Among them, the tension leg type anti-uplift pile needs to be drilled and grouted at the bottom of the water, which has poor operability and is difficult to construct. The engineering excrement will pollute the water quality, and there is a lot of silt in the water, which will increase the length of the anti-uplift pile and increase the project cost; buoys The fixed bearing type is seriously affected by water surface waves, so that the position of the pipeline cannot be fixed, which increases the possibility of damage to the buoy and the pipeline, and at the same time affects the water surface traffic and destroys the original appearance in terms of appearance; the fixed bearing type has a large amount of underwater engineering and seismic performance. Poor, if the bottom of the water is very deep, the fixed support needs to be very large, so the economy cannot be guaranteed.
当该发明中采用张力腿作为固定方式时,所使用的抗浮锚索长度不变,不能伸缩,而海底、河底受洋流波动的影响,经常会出现脱空的现象,因此水下的固定装置易变位,从而改变原有管线的线路影响运输,增加后期运营维护成本。When the tension leg is used as the fixing method in this invention, the length of the anti-floating anchor cable used is unchanged and cannot be stretched, and the seabed and river bottom are often affected by the fluctuation of the ocean current, and the phenomenon of emptying often occurs, so the underwater fixing The device is easy to be displaced, thus changing the original pipeline route, affecting the transportation and increasing the later operation and maintenance cost.
管段连接处防水性能差,易被腐蚀,受扰动后,管段与套管间应力大,降低管的耐久性。此外未作处理的管体为钢管或钢-混组合管,其耐久性、耐低温性以及耐腐蚀性较差。The joints of the pipe sections have poor waterproof performance and are easily corroded. After being disturbed, the stress between the pipe sections and the casing is large, which reduces the durability of the pipes. In addition, the untreated pipe body is a steel pipe or a steel-mixed composite pipe, which has poor durability, low temperature resistance and corrosion resistance.
实用新型内容Utility model content
本实用新型的目的在于提供一种水中悬浮的多用途管道,已解决现有跨水域连通方案的难题。The purpose of the utility model is to provide a multi-purpose pipeline suspended in water, which has solved the problem of the existing cross-water connection scheme.
为了实现上述目的,本实用新型所采用的技术方案为:一种水中悬浮的多用途管道,其特征在于,包括同心设置的内管和外管,内管与外管之间设置有防腐层和保温层;管道通过若干个可伸缩的锚索连接沉至水底的配重块。In order to achieve the above purpose, the technical scheme adopted by the present utility model is: a multi-purpose pipeline suspended in water, which is characterized in that it comprises an inner pipe and an outer pipe arranged concentrically, and an anti-corrosion layer and an outer pipe are arranged between the inner pipe and the outer pipe. Insulation layer; the pipeline is connected to the counterweight sinking to the bottom of the water through several retractable anchor cables.
进一步的,所述内管和外管的截面均为圆形,内管和外管均为防腐型无缝钢管。Further, the cross-sections of the inner tube and the outer tube are both circular, and the inner tube and the outer tube are both anti-corrosion seamless steel tubes.
进一步的,所述锚索设置有阻尼器,通过阻尼器实现锚索的伸缩变形。Further, the anchor cable is provided with a damper, and the expansion and contraction deformation of the anchor cable is realized by the damper.
进一步的,相邻的两个管道之间通过法兰盘连接,法兰盘的突缘周向设置有若干个螺栓孔,通过在螺栓孔中连接预应力螺栓连接法兰盘。Further, the two adjacent pipelines are connected by flanges, the flanges are provided with several bolt holes in the circumferential direction, and the flanges are connected by connecting prestressed bolts in the bolt holes.
进一步的,相邻的法兰盘之间设置有复合式止水带,所述复合式止水带为GINA止水带和OMEGA止水带。Further, a composite waterstop is arranged between adjacent flanges, and the composite waterstop is a GINA waterstop and an OMEGA waterstop.
进一步的,所述配重块与水底的接触面设置有凹凸状的曲面,配重块的顶面设置有预埋件;预埋件采用倒U型设置,且该预埋件的表面设置有防腐涂层。Further, the contact surface of the counterweight block and the water bottom is provided with a concave-convex curved surface, and the top surface of the counterweight block is provided with a pre-embedded part; the pre-embedded part is arranged in an inverted U shape, and the surface of the pre-embedded part is provided with Anti-corrosion coating.
进一步的,所述配重块的中部采用镂空设置。Further, the middle part of the counterweight block is hollow.
进一步的,所述内管的直径为0.3~1.8米,外管的直径为0.5~2.0米。Further, the diameter of the inner tube is 0.3-1.8 meters, and the diameter of the outer tube is 0.5-2.0 meters.
进一步的,所述防腐层为环氧树脂防腐层。Further, the anti-corrosion layer is an epoxy resin anti-corrosion layer.
进一步的,所述保温层为复合聚氨酯保温层。Further, the thermal insulation layer is a composite polyurethane thermal insulation layer.
与现有技术相比,本实用新型至少具有如下有益效果:Compared with the prior art, the present utility model at least has the following beneficial effects:
本实用新型通过使用内管和外管双层设置的管中管结构,提高了管道的强度,大大增加了管体的刚性和耐久性;管道通过可伸缩的锚索连接配重块,利用配重块的重力对管道进行锚固,而且可伸缩的锚索可以使得管道适应海底洋流波动的影响,防止脱空现象的发生。本实用新型的管体固定方式施工工艺简便,成本较低。The utility model improves the strength of the pipeline and greatly increases the rigidity and durability of the pipe body by using the pipe-in-pipe structure in which the inner pipe and the outer pipe are double-layered; The gravity of the heavy block anchors the pipeline, and the retractable anchor cable can make the pipeline adapt to the influence of ocean current fluctuations on the seabed and prevent the occurrence of voiding. The pipe body fixing method of the utility model has simple construction process and low cost.
进一步的,内管和外管均采用防腐型无缝钢管可以应对水底水流的复杂环境,防止其腐蚀而增强了耐久性,同时无缝钢管强度更高利于受水压作用。Further, both the inner and outer pipes are made of anti-corrosion seamless steel pipes, which can cope with the complex environment of underwater water flow, prevent corrosion and enhance durability.
进一步的,锚索通过所设置的阻尼器实现伸缩变形,结构简单且牢靠,阻尼器可以根据洋流作用、海底地形变化和地震的影响进行适应性伸缩变形,更利于管道整体的稳定。Further, the anchor cable realizes the expansion and contraction deformation through the set damper, and the structure is simple and reliable. The damper can adapt to the expansion and contraction deformation according to the action of the ocean current, the change of the seabed topography and the influence of the earthquake, which is more conducive to the overall stability of the pipeline.
进一步的,通过在两个管道之间设置连接法兰盘,在法兰盘之间设置包括GINA止水带和OMEGA止水带的复合式止水带,两者构成柔性管节接头防水系统。柔性接头管节,有利于隧道的整体受力,能够吸收由地震、温度差异、地层差异沉降、不均匀回淤等作用引起的应力,能保证复杂环境下管道之间的止水性能。Further, by arranging a connecting flange between the two pipes, and arranging a composite waterstop including a GINA waterstop and an OMEGA waterstop between the flanges, the two constitute a waterproof system for flexible pipe joints. The flexible joint pipe section is beneficial to the overall stress of the tunnel, and can absorb the stress caused by earthquakes, temperature differences, differential settlement of the stratum, uneven back silting, etc., and can ensure the water-stop performance between pipes in a complex environment.
进一步的,配重块的中间镂空利于水底淤泥对配重块的裹夹,进一步提高配重块与水底的附着力,从而增强了配重块对管道的牵拉力,使得管道能够更稳定地悬浮在水中;配重块的底部设置为凹凸状,可以增加配重块与水底的接触面积以提高配重块与水底的附着力,从而提高了配重块在水底的稳定性,将管道稳定地控制在相应的水深处,降低其波动幅度;通过在配重块的另一面设置预埋件,可以实现与锚索的连接。Further, the hollowing out of the middle of the counterweight is conducive to the binding of the bottom mud to the counterweight, further improving the adhesion between the counterweight and the bottom of the water, thereby enhancing the pulling force of the counterweight on the pipeline, so that the pipeline can be more stable. Suspended in water; the bottom of the counterweight is set to be concave and convex, which can increase the contact area between the counterweight and the bottom of the water to improve the adhesion between the counterweight and the bottom of the water, thereby improving the stability of the counterweight on the bottom of the water and stabilizing the pipeline. It can be controlled at the corresponding water depth to reduce its fluctuation range; by setting the embedded part on the other side of the counterweight, the connection with the anchor cable can be realized.
进一步的,所设置的环氧树脂防腐层和复合聚氨酯保温层价格较低且性能优异,便于购买同时其涂装工艺成熟易于施工。Further, the epoxy resin anti-corrosion layer and the composite polyurethane thermal insulation layer are low in price and excellent in performance, which are easy to purchase and have mature coating technology and easy construction.
附图说明Description of drawings
图1:本实用新型悬浮管道的三维示意图;Fig. 1: the three-dimensional schematic diagram of the suspension pipeline of the present utility model;
图2:本实用新型中未安装法兰盘的管道断面图;Fig. 2: Pipeline sectional view without flange plate installed in the utility model;
图3:本实用新型中安装法兰盘的断面图;Fig. 3: the sectional view of the installation flange in the utility model;
图4:管段间的连接示意图;Figure 4: Schematic diagram of the connection between pipe sections;
图5:配重块示意图;Figure 5: Schematic diagram of the counterweight;
图中:1-管道,2-内管,3-防腐层,4-保温层,5-外管,6-锚索,7-混凝土配重块,8-法兰盘,9-复合式止水带,10-螺栓孔,11-阻尼器,12-预埋件,13-孔洞。In the picture: 1-Pipe, 2-Inner pipe, 3-Anti-corrosion layer, 4-Insulation layer, 5-Outer pipe, 6-Anchor cable, 7-Concrete counterweight, 8-Flange plate, 9-Composite stop Hose, 10-bolt hole, 11-damper, 12-embedded part, 13-hole.
具体实施方式Detailed ways
下面结合附图对本实用新型做进一步说明。The present utility model will be further described below in conjunction with the accompanying drawings.
参考图2,本实用新型一种水中悬浮的多用途管道,采用内径为0.3~1.8米,外径为0.5~2.0米的双层钢管制成,两层钢管同心圆形设置,管道1在岸上预先制作,且内层的内管2和外层的外管5均采用防腐型无缝钢管,保证管道的安全。管道1的内管2和外管5之间还设置有防腐层3和保温层4。Referring to Figure 2, the utility model is a multi-purpose pipeline suspended in water, which is made of double-layer steel pipes with an inner diameter of 0.3 to 1.8 meters and an outer diameter of 0.5 to 2.0 meters. Pre-fabricated, and the inner tube 2 of the inner layer and the outer tube 5 of the outer layer are made of anti-corrosion seamless steel pipes to ensure the safety of the pipeline. An anti-corrosion layer 3 and a thermal insulation layer 4 are also arranged between the inner pipe 2 and the outer pipe 5 of the pipeline 1 .
外套的外管5在制作时,管体的侧壁上靠近水底的一侧将预留突起的挂钩,挂钩用于与锚索6连接。When the outer tube 5 of the jacket is manufactured, a protruding hook is reserved on the side of the side wall of the tube body close to the water bottom, and the hook is used for connecting with the anchor cable 6 .
在本实用新型中,每根锚索6的中间位置都设置有一个阻尼器11,阻尼器11具有一定的伸缩变形能力;阻尼器11可以采用液压阻尼器、粘滞阻尼器,也可采用采用高强度的弹簧,以满足水底的复杂环境。In the present invention, a damper 11 is arranged at the middle position of each anchor cable 6, and the damper 11 has a certain expansion and deformation capacity; the damper 11 can be a hydraulic damper, a viscous damper, or a High-strength springs to meet the complex environment of the bottom.
涂在内管外壁的防腐层3采用环氧树脂材料,涂抹前,对管体进行清理,保证涂抹面整洁,严格控制涂料的稠度,若需要稀释时,应采用环氧稀释剂稀释;分层涂抹防腐层,避免一次完成涂抹,以控制好防腐层的厚度,施工环境靠海时,注意涂抹时环境温度宜为10~40℃,相对湿度不宜大于80%。当施工环境温度低于0℃时,应采取加热升温措施,不要将防腐材料及其辅料持续暴露于温度40℃及以上的环境中。The anti-corrosion layer 3 applied to the outer wall of the inner tube is made of epoxy resin. Before painting, the tube body should be cleaned to ensure that the painted surface is clean and the consistency of the paint should be strictly controlled. If it needs to be diluted, it should be diluted with epoxy thinner; Apply the anti-corrosion layer to avoid finishing the application at one time, so as to control the thickness of the anti-corrosion layer. When the construction environment is near the sea, pay attention to the environment temperature during application should be 10 ~ 40 ℃, and the relative humidity should not be greater than 80%. When the construction environment temperature is lower than 0 ℃, measures should be taken to heat up, and do not continuously expose the anti-corrosion material and its accessories to the environment with a temperature of 40 ℃ and above.
保温层4包裹在防腐层3的外部,制作保温层4时,以甲组分料和乙组分料混合反应形成具有防水和保温隔热等功能的硬质泡沫复合聚氨酯材料,其中甲组分料由组合多元醇聚酯及发泡剂组成,羟基含量以0.7±0.1%为宜;乙组分料由主要为异氰酸酯,异氰酸基含量以3.5±0.2%为宜。两组分料应分开保管,存放于干燥通风处,注意库房防火,使用时按照1:1的比例将两种材料混合,以形成聚氨酯保温层。在外管5钢管套装完成后,还应检查保温层4的填充是否密实,不密实的可以使用压力喷枪进行保温层4密实施工,确保管道1的完整性,使得内外管道中无气泡、空孔等,以免影响管道的后续使用。The thermal insulation layer 4 is wrapped on the outside of the anti-corrosion layer 3. When the thermal insulation layer 4 is made, a rigid foam composite polyurethane material with functions such as waterproofing and thermal insulation is formed by mixing and reacting the materials of Group A and Group B. The material is composed of combined polyol polyester and foaming agent, and the hydroxyl content is preferably 0.7±0.1%; the second component is mainly isocyanate, and the isocyanate group content is preferably 3.5±0.2%. The two components should be kept separately and stored in a dry and ventilated place. Pay attention to the fire prevention of the warehouse. When using, mix the two materials in a ratio of 1:1 to form a polyurethane insulation layer. After the outer pipe 5 steel pipe set is completed, it is also necessary to check whether the filling of the insulation layer 4 is dense. If it is not dense, a pressure spray gun can be used to carry out the insulation layer 4 dense construction to ensure the integrity of the pipeline 1, so that there are no air bubbles, holes, etc. in the inner and outer pipes. , so as not to affect the subsequent use of the pipeline.
如图4所示,制作好的管道1通过法兰盘8进行连接,在制作法兰盘8时,需对其做防腐施工,在镀锌进行电化学防腐的同时,外层还应涂油。参考图3,法兰盘8的突缘依据周长大小制作若干个螺栓孔10,法兰盘8上制作有止水带,止水带采用与沉管隧道中类似的GINA止水带和OMEGA止水带形成的复合式止水带9;固定两个法兰盘8的螺栓采用高强度钢制作的预应力螺栓;之后,依据水底水文地质情况和铺设管道的要求,先将配重块7下沉至预定位置,并对配重块7进行调整使其摆放位置恰当,使配重块7上的预埋件12朝上,预埋件12可使用适宜直径的钢筋在岸上弯曲成半圆或圆弧形,外涂防腐材料,在浇筑混凝土配重块7时将预埋件12的下端插入其顶面,未插入的部分与顶面形成连接锚索的半圆形孔洞,待混凝土龄期达标后预埋件12与混凝土固定完成;再将每个管道1下沉至预设深度,用锚索6把管道1和配重块7上的预埋件12相连;调整管道1的姿态以使其符合要求;最后,用预应力螺栓通过法兰盘8将两个管道1连接,拧紧螺栓采用的是液压扭矩扳手,可以施加规定的预应力;螺栓固定后,对螺栓进行无损检测,判断螺栓应力值是否达标,对不达标的螺栓逐一调整,合格后去掉临时的封堵材料,检测管道的密实性。As shown in Figure 4, the fabricated pipeline 1 is connected through the flange 8. When making the flange 8, it needs to be anti-corrosion construction. While galvanizing is used for electrochemical anti-corrosion, the outer layer should also be oiled . Referring to Figure 3, several bolt holes 10 are made on the flange of the flange 8 according to the size of the circumference, and a water stop is made on the flange 8. The water stop adopts the GINA water stop and OMEGA similar to those in the immersed tunnel. The composite waterstop 9 formed by the waterstop; the bolts fixing the two flanges 8 are prestressed bolts made of high-strength steel; after that, according to the underwater hydrogeological conditions and the requirements for laying pipelines, the counterweight 7 Descend to the predetermined position, and adjust the counterweight 7 to make it in the right position, so that the embedded part 12 on the counterweight 7 faces upwards, and the embedded part 12 can be bent into a semi-circle on the shore using steel bars of suitable diameter Or arc-shaped, coated with anti-corrosion material, insert the lower end of the embedded part 12 into its top surface when pouring the concrete counterweight 7, and the uninserted part and the top surface form a semi-circular hole for connecting the anchor cable. After reaching the standard, the embedded parts 12 are fixed to the concrete; then each pipeline 1 is lowered to a preset depth, and the pipeline 1 is connected with the embedded parts 12 on the counterweight 7 by the anchor cable 6; the posture of the pipeline 1 is adjusted. In order to make it meet the requirements; finally, the two pipes 1 are connected through the flange 8 with prestressed bolts, and the hydraulic torque wrench is used to tighten the bolts, which can apply the specified prestress; Determine whether the bolt stress value meets the standard, adjust the bolts that do not meet the standard one by one, remove the temporary blocking material after passing the standard, and check the tightness of the pipeline.
如图1所示,本实用新型一种水中悬浮的多用途管道,管道1的顶面距离水面25~40米,管道1受到自重、管体内部物体(如石油、其他市政管线等)的重力、浮力和锚索6拉力的综合作用而能够平衡于水中,锚索6的一端与管道1固定连接,另一端连接有配重块7,配重块预先沉入水底,以提供拉力,阻止管道上浮。其中配重块7采用混凝土制成,配重块7上设置的预埋件12,以方便连接锚索6。As shown in Figure 1, the utility model is a multi-purpose pipeline suspended in water. The top surface of the pipeline 1 is 25 to 40 meters away from the water surface. One end of the anchor cable 6 is fixedly connected with the pipeline 1, and the other end is connected with a counterweight 7. The counterweight is pre-sunk to the bottom of the water to provide tension and prevent the pipeline float. The counterweight block 7 is made of concrete, and the embedded parts 12 are arranged on the counterweight block 7 to facilitate the connection of the anchor cable 6 .
本实用新型中悬浮于水中的管道的施工方法是:首先在岸上制作好若干段标准的管道1,在每个管道1的内管2的外壁涂抹环氧树脂为防腐层3,防腐层3的外壁设置一层保温层4,保温层4紧贴防腐层3,保温层4由复合聚氨酯材料制成;在保温层的外部套设外管5,若保温层4不密实,还应进一步填充,保证每个管道1的完整性;然后,将管道1的两侧做临时封堵,并制作法兰盘8,法兰盘8的突缘依据周长大小制作若干个螺栓孔10,法兰盘8上制作GINA止水带和OMEGA止水带形成的复合式止水带9,固定两个法兰盘8的螺栓采用高强度钢制作的预应力螺栓;之后,依据水底水文地质情况和铺设管道的要求,先下沉混凝土配重块7至预定位置,并对配重块7进行调整,使其摆放位置恰当并使配重块7上的预埋件12朝上,再把每段管道下沉至预定深度,用锚索6把管道1和配重块7上的预埋件12相连;最后,用预应力螺栓将两个管道1连接,螺栓固定后,对螺栓进行无损检测,判断螺栓应力的应力是否达标,对不达标的螺栓逐一调整,合格后去掉临时的封堵材料,检测管道的密实性。本实用新型的管体固定螺栓为高强预应力螺栓,锚固性能增强,管体密闭性能更高,管节连接处抗波流扰动、抗冲击性更强。The construction method of the pipeline suspended in water in the present utility model is as follows: first, several standard pipelines 1 are made on the shore, and epoxy resin is applied to the outer wall of the inner pipe 2 of each pipeline 1 to form an anti-corrosion layer 3. A layer of insulation layer 4 is arranged on the outer wall, the insulation layer 4 is close to the anti-corrosion layer 3, and the insulation layer 4 is made of composite polyurethane material; an outer tube 5 is sleeved outside the insulation layer. If the insulation layer 4 is not compact, it should be further filled. Ensure the integrity of each pipeline 1; then, temporarily block both sides of the pipeline 1, and make a flange 8. The flange of the flange 8 is made into several bolt holes 10 according to the size of the circumference. 8, a composite waterstop 9 formed by GINA waterstop and OMEGA waterstop is made, and the bolts for fixing the two flanges 8 are prestressed bolts made of high-strength steel; To meet the requirements, first sink the concrete counterweight 7 to a predetermined position, and adjust the counterweight 7 so that it is placed in an appropriate position and the embedded parts 12 on the counterweight 7 face upwards, and then place each section of the pipeline. Submerge to a predetermined depth, connect the pipeline 1 with the embedded parts 12 on the counterweight 7 with the anchor cable 6; finally, connect the two pipelines 1 with prestressed bolts. Whether the stress of the bolts is up to the standard, adjust the bolts that do not meet the standard one by one, remove the temporary blocking material after passing the standard, and check the tightness of the pipeline. The pipe body fixing bolt of the utility model is a high-strength prestressed bolt, the anchoring performance is enhanced, the sealing performance of the pipe body is higher, and the anti-wave flow disturbance and impact resistance at the joint of the pipe section are stronger.
采用以上的施工手段,本实用新型具有以下有益效果:施工简便,造价较低,抗震性能好,不受气候条件制约,后期维护检修方便,对环境影响小。By adopting the above construction means, the utility model has the following beneficial effects: simple construction, low cost, good seismic performance, not restricted by climatic conditions, convenient later maintenance and repair, and small impact on the environment.
本实用新型中,管道1本身不含配重,管道靠混凝土配重块7的重力进行锚固,管道1的上浮力主要靠锚索6的拉力承担。In the present invention, the pipeline 1 itself does not contain counterweight, the pipeline is anchored by the gravity of the concrete counterweight 7 , and the buoyancy of the pipeline 1 is mainly borne by the pulling force of the anchor cable 6 .
在本实用新型的优选实施例中,混凝土配重块7采用镂空设置的非实心体设置,且配重块7与水底接触的一面做凹凸不平的处理,以增加配重块7与水底的接触面积提高附着力,从而提高了配重块在水底的稳定性。In the preferred embodiment of the present utility model, the concrete counterweight 7 is set as a non-solid body with a hollowed-out arrangement, and the surface of the counterweight 7 in contact with the water bottom is treated with unevenness, so as to increase the contact between the counterweight 7 and the water bottom. The area improves adhesion, thereby improving the stability of the counterweight on the bottom of the water.
如图5所示,配重块7的侧部采用镂空设置,具体地,在配重块7的四个侧面均设置有孔洞13,四个孔洞13连通,这样在配重块沉至水底时,有利于水底的淤泥对配重块7形成裹夹,进一步提高配重块7与水底的附着力,从而增强了配重块7对管道的牵拉力,使得管道能够更稳定地悬浮在水中。As shown in FIG. 5 , the sides of the counterweight 7 are hollowed out. Specifically, holes 13 are provided on the four sides of the counterweight 7, and the four holes 13 are connected, so that when the counterweight sinks to the bottom of the water , which is conducive to the formation of a clamp on the counterweight 7 by the sludge at the bottom, further improving the adhesion between the counterweight 7 and the bottom of the water, thereby enhancing the pulling force of the counterweight 7 on the pipeline, so that the pipeline can be more stably suspended in the water. .
最后应说明的是:以上实施方式仅用来说明本实用新型的技术方案,而不是其做一限制,尽管参照前述对本实用新型的具体实施进行了详细的说明,但本领域的技术人员应当了解到以下内容:技术人员依然可以对前述所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,以使得本实用新型能够合理的运用到实际工程中;同时技术人员所做的修改或者替换,并不使相应技术方案的本质脱离本实用新型各技术方案的精神和范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model, rather than being a limitation. Although the specific implementation of the present utility model has been described in detail with reference to the foregoing, those skilled in the art should understand that To the following content: technicians can still revise the aforementioned technical solutions, or perform equivalent replacements to some of the technical features, so that the present utility model can be reasonably applied to actual projects; Replacement does not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the present invention.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112377556A (en) * | 2020-10-22 | 2021-02-19 | 绍兴文理学院 | Combined vibration damper for suspension tunnel pipe body and anchor cable |
| CN113175017A (en) * | 2021-04-22 | 2021-07-27 | 浙江科欣工程设计咨询有限公司 | Construction process for sinking pipe of large-depth underwater water supply pipe |
| CN116677819A (en) * | 2023-04-26 | 2023-09-01 | 国能朗新明南京环保科技有限公司 | Prefabricated concrete briquette for aeration tube |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112377556A (en) * | 2020-10-22 | 2021-02-19 | 绍兴文理学院 | Combined vibration damper for suspension tunnel pipe body and anchor cable |
| CN112377556B (en) * | 2020-10-22 | 2022-04-12 | 绍兴文理学院 | Combined vibration damper for suspension tunnel pipe body and anchor cable |
| CN113175017A (en) * | 2021-04-22 | 2021-07-27 | 浙江科欣工程设计咨询有限公司 | Construction process for sinking pipe of large-depth underwater water supply pipe |
| CN116677819A (en) * | 2023-04-26 | 2023-09-01 | 国能朗新明南京环保科技有限公司 | Prefabricated concrete briquette for aeration tube |
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