CN204267915U - Strengthen the two rubber sealing reinforced concrete sewer pipe of jacking construction corrosion protection - Google Patents
Strengthen the two rubber sealing reinforced concrete sewer pipe of jacking construction corrosion protection Download PDFInfo
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- CN204267915U CN204267915U CN201420690310.6U CN201420690310U CN204267915U CN 204267915 U CN204267915 U CN 204267915U CN 201420690310 U CN201420690310 U CN 201420690310U CN 204267915 U CN204267915 U CN 204267915U
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- 238000010276 construction Methods 0.000 title claims abstract description 48
- 238000005260 corrosion Methods 0.000 title claims abstract description 48
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 37
- 238000007789 sealing Methods 0.000 title claims abstract description 27
- 230000007797 corrosion Effects 0.000 title abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 109
- 239000010959 steel Substances 0.000 claims abstract description 109
- 230000002093 peripheral effect Effects 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 238000012360 testing method Methods 0.000 claims description 5
- 239000004593 Epoxy Substances 0.000 claims description 4
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 239000002131 composite material Substances 0.000 claims description 4
- 239000011701 zinc Substances 0.000 claims description 4
- 229910052725 zinc Inorganic materials 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 2
- 239000004567 concrete Substances 0.000 abstract description 13
- 238000000034 method Methods 0.000 description 9
- 239000002689 soil Substances 0.000 description 5
- 239000010865 sewage Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 239000003518 caustics Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 231100000331 toxic Toxicity 0.000 description 2
- 230000002588 toxic effect Effects 0.000 description 2
- 206010021143 Hypoxia Diseases 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000007954 hypoxia Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010409 ironing Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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Abstract
本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,包括排水管管体和位于所述排水管管体两端端部的插口钢环和承口钢环,所述插口钢环可插接在所述承口钢环内,所述排水管管体内设有双层钢筋骨架,所述双层钢筋骨架包括内层钢筋骨架和外层钢筋骨架,所述内层钢筋骨架的一端焊接所述插口钢环,另外一端焊接所述承口钢环,所述插口钢环环面上设有多个密封沟槽,密封沟槽内设有密封圈,排水管管体外壁的两端还设有环形槽,环形槽内加装环向加强钢环,所述排水管管体的端面上设有木质胶垫或胶板,本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管能够保证管体及端口混凝土密实、强度高,端口顶力大,防腐蚀性强。
The anti-corrosion double-rubber ring sealed reinforced concrete drainage pipe for reinforced jacking construction of the utility model includes a drainage pipe body and socket steel rings and socket steel rings located at both ends of the drainage pipe body. The steel ring can be plugged into the steel ring of the socket, and the body of the drainage pipe is provided with a double-layer steel skeleton, and the double-layer steel skeleton includes an inner steel skeleton and an outer steel skeleton, and the inner steel skeleton One end of the socket is welded with the socket steel ring, and the other end is welded with the socket steel ring. A plurality of sealing grooves are arranged on the ring surface of the socket steel ring, and sealing rings are arranged in the sealing grooves. There are also annular grooves at both ends, and a circular reinforced steel ring is installed in the annular grooves. The end surface of the drain pipe body is provided with wooden rubber pads or rubber plates. The anti-corrosion double rubber for reinforced jacking construction of the utility model The ring-sealed reinforced concrete drainage pipe can ensure that the pipe body and the port concrete are compact, high in strength, large in the port's jacking force, and strong in corrosion resistance.
Description
技术领域technical field
本实用新型涉及了一种顶进施工用钢筋混凝土排水设备,特别是一种顶进施工法用钢筋混凝土排水管。The utility model relates to a reinforced concrete drainage device for jacking construction, in particular to a reinforced concrete drainage pipe for jacking construction method.
背景技术Background technique
JC/T640-2010顶进施工法用钢筋混凝土排水管标准中普通顶进施工管材在施工过程中存在接口不严密、管材两端混凝土易破损、接口钢环在施工过程中易磨损等缺陷,此外,接口钢环表面防腐漆容易被磨掉,表面极容易腐蚀,施工完毕2-5年后钢环就会严重腐蚀,接口会处于自由状态,如遇地震或地基出现不均匀沉降,接口会出现位移,情况严重的接口会被拉开,造成严重的污水渗漏;污水或工业废水中经常含有腐蚀性物质,对钢筋混凝土管道内壁有很强的腐蚀作用,同时这些腐蚀性物质在腐蚀管道内壁后容易透过管道进入到土壤中,对周围土壤造成一定的污染。In the JC/T640-2010 standard for reinforced concrete drainage pipes for jacking construction method, common jacking construction pipes have defects such as loose joints during construction, easy damage to the concrete at both ends of the pipes, and easy wear and tear of the joint steel ring during construction. In addition, , the anti-corrosion paint on the surface of the interface steel ring is easily worn off, and the surface is extremely easy to corrode. After 2-5 years after the construction is completed, the steel ring will be severely corroded, and the interface will be in a free state. In case of an earthquake or uneven settlement of the foundation, the interface will appear. Displacement, the serious interface will be pulled apart, causing serious sewage leakage; sewage or industrial wastewater often contains corrosive substances, which have a strong corrosive effect on the inner wall of reinforced concrete pipes, and these corrosive substances are corroding the inner wall of the pipe Finally, it is easy to enter the soil through the pipeline, causing certain pollution to the surrounding soil.
实用新型内容Utility model content
本申请目的在于解决目前顶进施工法用钢筋混凝土排水管接口不严密、管材两端混凝土易破损、接口钢环在施工过程中易磨损等技术问题,而提供一种能够保证管体及端口混凝土密实、强度高,端口顶力大的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管。The purpose of this application is to solve the technical problems of the current jacking construction method, such as the joints of reinforced concrete drainage pipes are not tight, the concrete at both ends of the pipe is easily damaged, and the steel ring of the interface is easy to wear during the construction process, and provide a method that can ensure that the pipe body and the port concrete Dense, high-strength, reinforced concrete drainage pipes with anti-corrosion double rubber rings for reinforced jacking construction with large port jacking force.
为了完成本申请的发明目的,本申请采样以下技术方案:一种加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,包括排水管管体和位于所述排水管管体两端端部的插口钢环和承口钢环,所述插口钢环可插接在所述承口钢环内,所述排水管管体内设有双层钢筋骨架,所述双层钢筋骨架包括内层钢筋骨架和外层钢筋骨架,所述内层钢筋骨架的一端焊接所述插口钢环,另外一端焊接所述承口钢环,所述插口钢环的外环面上设有多个密封沟槽,所述密封沟槽内设有密封圈,所述排水管管体外壁的两端还设有环形槽,所述环形槽内加装环向加强钢环,靠近所述环向加强钢环的端面上设有环状木质胶垫或环状胶板,所述插口钢环和所述承口钢环的内外环面上涂覆有环氧富锌底漆复合涂层,在所述排水管管体的内周面上固定设置有与排水管管体紧密贴合的防腐蚀内衬层。In order to accomplish the purpose of the invention of this application, this application sampled the following technical solutions: a reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction, including a drainage pipe body and two ends of the drainage pipe body The socket steel ring and the socket steel ring, the socket steel ring can be plugged into the socket steel ring, the body of the drain pipe is provided with a double-layer steel skeleton, and the double-layer steel skeleton includes the inner steel skeleton and an outer steel skeleton, one end of the inner steel skeleton is welded to the socket steel ring, and the other end is welded to the socket steel ring, and the outer ring surface of the socket steel ring is provided with a plurality of sealing grooves, A sealing ring is provided in the sealing groove, and an annular groove is provided at both ends of the outer wall of the drainage pipe, and a circular reinforcing steel ring is installed in the circular groove, close to the end surface of the circular reinforcing steel ring There is a ring-shaped wooden rubber pad or a ring-shaped rubber plate, and the inner and outer ring surfaces of the socket steel ring and the socket steel ring are coated with an epoxy zinc-rich primer composite coating. The inner peripheral surface of the body is fixedly provided with an anti-corrosion inner liner closely attached to the drain pipe body.
本实用新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述防腐蚀内衬层为改性PVC内衬层,所述改性PVC内衬层的外表面上设置有若干个T形键,所述T形键通过机械嵌入的方式嵌入到所述排水管管体内,且所述改性PVC内衬层的外表面与排水管管体的内周面紧密贴合,所述改性PVC内衬层的内表面为光滑表面。The utility model uses an anti-corrosion double rubber ring to seal a reinforced concrete drainage pipe for reinforced jacking construction, wherein the anti-corrosion inner lining layer is a modified PVC inner lining layer, and the outer surface of the modified PVC inner lining layer is provided with several A T-shaped key, the T-shaped key is embedded into the drain pipe body by mechanical embedding, and the outer surface of the modified PVC inner lining is closely attached to the inner peripheral surface of the drain pipe body, so that The inner surface of the modified PVC lining layer is a smooth surface.
本实用新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述T形键呈螺旋状分布在所述改性PVC内衬层的外表面。The utility model uses an anti-corrosion double rubber ring to seal a reinforced concrete drainage pipe for reinforced jacking construction, wherein the T-shaped keys are spirally distributed on the outer surface of the modified PVC inner liner.
本实用新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述改性PVC内衬层的厚度不小于1.5mm。The utility model provides an anti-corrosion double-rubber ring sealed reinforced concrete drainage pipe for reinforced jacking construction, wherein the thickness of the modified PVC inner lining layer is not less than 1.5mm.
本实用新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述位于所述排水管管体承口一侧的改性PVC内衬层与位于插口一侧的改性PVC内衬层为一体成型。The utility model uses an anti-corrosion double-rubber ring to seal a reinforced concrete drainage pipe for reinforced jacking construction, wherein the modified PVC inner lining layer located on the socket side of the drainage pipe body and the modified PVC inner lining layer located on the socket side The lining is formed in one piece.
本实用新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述位于所述排水管管体承口一侧的改性PVC内衬层与位于插口一侧的改性PVC内衬层之间采用焊接或粘接固定连接。The utility model uses an anti-corrosion double-rubber ring to seal a reinforced concrete drainage pipe for reinforced jacking construction, wherein the modified PVC inner lining layer located on the socket side of the drainage pipe body and the modified PVC inner lining layer located on the socket side The linings are fixedly connected by welding or bonding.
本实用新型新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述排水管管体用于设置所述承口钢环的一端具有凹槽,所述凹槽的槽壁上安装所述承口钢环,所述承口钢环的一端插入所述凹槽槽底,所述承口钢环的另一端还具有向外延伸的斜面。The utility model is a new reinforced concrete drainage pipe with anti-corrosion double rubber rings for reinforced jacking construction, wherein the pipe body of the drainage pipe is provided with a groove at one end of the steel ring of the socket, and the groove wall of the groove is The socket steel ring is installed, one end of the socket steel ring is inserted into the groove bottom of the groove, and the other end of the socket steel ring also has an outwardly extending slope.
本实用新型新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述插口钢环的环壁上设有接头试验进水孔。The utility model is a reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction, wherein the ring wall of the socket steel ring is provided with a joint test water inlet hole.
本实用新型新型加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管,其中所述承口钢环和插口钢环采用Q235型钢材制成。The utility model is a reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction, wherein the socket steel ring and the socket steel ring are made of Q235 steel.
本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管与现有技术相比具有以下优点:钢质插口钢环和承口钢环插接密封性好,不易发生渗漏且又处于缺氧状态,所以承插口钢环不容易出现腐蚀现象,管材使用寿命大大延长,显著降低管道工程综合整体造价,提高社会经济效益;排水管管体两端外壁混凝土部位加设了防止端口混凝土开裂的环向加强钢环,既能起到增加端口顶力作用,又能起到钢箍作用,从而确保了顶进过程中管体两端混凝土处于三向受力状态,顶力得到有效的加强,管材端口顶力强,可以进行长距离顶进施工,减少工程施工成本,提高工程经济效益;同时,接口之间连接采用多个密封圈密封,接口非常严密,还可以在使用过程中使管体接头允许相对转角大于0.5度,地形适应性强,可有效防止由于地基,地震等引起的管接头渗漏问题;管体两端端面粘贴木质胶垫或胶板,增加了端口缓冲厚度和柔度,减少顶进中整个环向端面顶力不均现象和顶力集中现象,有效防止顶管端口局部破损问题,经过改进后的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管强度高,止水密封圈不易移位避免渗漏,管端口顶力大,能够顺利施工,缩短工期,经试验验证在0.2MPa以下水压力下不会发生渗漏情况;钢板内外使用耐腐蚀等级高、耐磨性好的环氧富锌底漆涂刷复合涂层,施工完成后安装非常严密。在排水管管体的内周面上固定设置有与排水管管体紧密贴合的防腐蚀内衬层,将有毒有害物质与混凝土有效隔离,防腐蚀内衬层与管体内壁紧密贴合,提高密封性能,避免主要起到管道防腐蚀的作用,避免污水或废水中的有害物质进入到土壤当中,从而既提高管体的使用寿命又起到了环保的作用。Compared with the prior art, the anti-corrosion double-rubber ring sealed reinforced concrete drainage pipe for reinforced jacking construction of the utility model has the following advantages: the steel socket steel ring and the socket steel ring have good sealing performance, are not prone to leakage and It is also in a state of hypoxia, so the steel ring of the socket is not easy to corrode, the service life of the pipe is greatly extended, the overall cost of the pipeline project is significantly reduced, and the social and economic benefits are improved; the outer wall concrete parts at both ends of the drain pipe body are equipped with anti-corrosion ports The circumferentially reinforced steel ring for concrete cracking can not only increase the jacking force of the port, but also act as a steel hoop, thus ensuring that the concrete at both ends of the pipe body is in a three-dimensional stress state during the jacking process, and the jacking force is effectively obtained. The strengthening of the pipe port has strong jacking force, which can carry out long-distance jacking construction, reduce the construction cost of the project, and improve the economic benefit of the project; at the same time, the connection between the interfaces is sealed with multiple sealing rings, the interface is very tight, and it can The relative rotation angle of the pipe body joint is allowed to be greater than 0.5 degrees, and the terrain adaptability is strong, which can effectively prevent the leakage of the pipe joint caused by the foundation, earthquake, etc.; the end faces of the pipe body are pasted with wooden rubber pads or rubber plates, which increases the buffer thickness of the port and flexibility, reduce the phenomenon of uneven jacking force and concentrated jacking force on the entire circumferential end face during jacking, and effectively prevent local damage to the pipe jacking port. The improved jacking construction uses anti-corrosion double rubber rings to seal reinforced concrete drainage The pipe has high strength, the water-stop sealing ring is not easy to shift to avoid leakage, and the pipe port has a large jacking force, which can smooth the construction and shorten the construction period. It has been verified by the test that no leakage will occur under the water pressure below 0.2MPa; the inside and outside of the steel plate are corrosion-resistant The epoxy zinc-rich primer with high grade and good wear resistance is applied with a composite coating, and the installation is very tight after the construction is completed. The inner peripheral surface of the drain pipe body is fixedly provided with an anti-corrosion lining layer that closely fits the drain pipe body, effectively isolating the toxic and harmful substances from the concrete, and the anti-corrosion lining layer is closely attached to the inner wall of the pipe, Improve the sealing performance, avoid mainly playing the role of pipeline anti-corrosion, and prevent harmful substances in sewage or wastewater from entering the soil, thereby not only improving the service life of the pipe body but also playing a role in environmental protection.
本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管中防腐蚀内衬层为改性PVC内衬层,改性PVC内衬层的外表面上设置有若干个T形键,T形键通过机械嵌入的方式嵌入到排水管管体内,且改性PVC内衬层的外表面与排水管管体的内周面紧密贴合保证改性PVC内衬层与管道内部混凝土结合牢固,保证管道的密封性能,改性PVC内衬层的内表面为光滑表面,从而减小管道内水流阻力;改性PVC内衬层可以是一体成型的,也可以是分体的,当采用分体的改性PVC内衬层是,位于所述排水管管体承口一侧的改性PVC内衬层与位于插口一侧的改性PVC内衬层之间采用焊接或粘接固定连接,是为了防止接口处密封不严密导致接口处产生泄漏,腐蚀接口钢环插口钢环,从而进一步提高管体的使用寿命;使用改性PVC内衬还可以将有毒有害物质密封在管道内集中处理,避免泄漏到土壤中,避免了对土壤的污染,增强了环保效果。The anti-corrosion inner lining layer in the reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction of the utility model is a modified PVC inner lining layer, and several T-shaped keys are arranged on the outer surface of the modified PVC inner lining layer , the T-shaped key is embedded into the drain pipe body by mechanical embedding, and the outer surface of the modified PVC lining layer is closely attached to the inner peripheral surface of the drain pipe body to ensure the combination of the modified PVC lining layer and the concrete inside the pipe Strong, to ensure the sealing performance of the pipeline, the inner surface of the modified PVC inner lining is a smooth surface, thereby reducing the water flow resistance in the pipeline; the modified PVC inner lining can be integrally formed or split, when using The split modified PVC inner lining is that the modified PVC inner lining on the side of the socket of the drain pipe body and the modified PVC inner lining on the side of the socket are fixedly connected by welding or bonding. , in order to prevent leaks at the joints due to poor sealing at the joints, corrode the steel rings at the joints, and further improve the service life of the pipe body; the use of modified PVC lining can also seal toxic and harmful substances in the pipe for centralized processing , to avoid leakage into the soil, to avoid pollution to the soil, and to enhance the environmental protection effect.
下面结合附图对本发明的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管及方法作进一步说明。The anti-corrosion double rubber ring sealing reinforced concrete drainage pipe and method for reinforced jacking construction of the present invention will be further described below in conjunction with the accompanying drawings.
附图说明Description of drawings
图1是本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管的整体结构主视图;Fig. 1 is the front view of the overall structure of the anti-corrosion double rubber ring sealed reinforced concrete drainage pipe for reinforced jacking construction of the present utility model;
图2是本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管沿管体直径方向的剖面图;Fig. 2 is a sectional view along the diameter direction of the pipe body of the anti-corrosion double rubber ring sealed reinforced concrete drainage pipe of the utility model for reinforced jacking construction;
图3是本实用新型的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管中的防腐蚀内衬层的局部放大图。Fig. 3 is a partial enlarged view of the anti-corrosion inner liner in the reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction of the present invention.
具体实施方式Detailed ways
如图1-3所示,本实施例的加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管包括排水管管体1和位于排水管管体1两端端部的插口钢环2和承口钢环3,插口钢环2可插接在承口钢环3内,排水管管体1内设有双层钢筋骨架4,双层钢筋骨架4包括内层钢筋骨架41和外层钢筋骨架42,内层钢筋骨架41的一端焊接插口钢环2,另外一端焊接承口钢环3,插口钢环2外环面上设有多个密封沟槽21,密封沟槽21内设有“O”型密封圈22,排水管管体1外壁的两端还设有环形槽11,环形槽11内加装环向加强钢环12,靠近环向加强钢环12的端面上设有环状木质胶垫或环状胶板14,插口钢环2和承口钢环3的内外环面上涂覆有环氧富锌底漆复合涂层。在排水管管体1的内周面上固定设置有与排水管管体1紧密贴合的防腐蚀内衬层。防腐蚀内衬层为改性PVC内衬层5,改性PVC内衬层5的厚度不小于1.5mm。改性PVC内衬层5的外表面51上设置有若干个T形键53,T形键53螺旋状分布在改性PVC内衬层5的外表面51,T形键53通过机械嵌入的方式嵌入到排水管管体1内,且改性PVC内衬层5的外表面51与排水管管体1的内周面紧密贴合,改性PVC内衬层5的内表面52为光滑表面。位于排水管管体1承口一侧的改性PVC内衬层与位于插口一侧的改性PVC内衬层为一体成型的,也可以是分体的即位于排水管管体1承口一侧的改性PVC内衬层与位于插口一侧的改性PVC内衬层之间采用焊接或粘接固定连接。As shown in Figures 1-3, the reinforced concrete drainage pipe sealed with anti-corrosion double rubber rings for reinforced jacking construction in this embodiment includes a drainage pipe body 1 and socket steel rings 2 located at both ends of the drainage pipe body 1 and The socket steel ring 3 and the socket steel ring 2 can be plugged into the socket steel ring 3, and the drain pipe body 1 is provided with a double-layer steel skeleton 4, which includes an inner steel skeleton 41 and an outer steel skeleton Skeleton 42, one end of the inner reinforcement skeleton 41 is welded with the socket steel ring 2, and the other end is welded with the socket steel ring 3, the outer ring surface of the socket steel ring 2 is provided with a plurality of sealing grooves 21, and the sealing groove 21 is provided with " O" type sealing ring 22, the two ends of the outer wall of the drain pipe body 1 are also provided with an annular groove 11, and a ring-shaped reinforcing steel ring 12 is installed in the annular groove 11, and an annular ring is provided on the end surface close to the ring-directing reinforcing steel ring 12. The wooden rubber pad or the annular rubber plate 14, the inner and outer ring surfaces of the socket steel ring 2 and the socket steel ring 3 are coated with an epoxy zinc-rich primer composite coating. An anti-corrosion inner liner closely attached to the drain pipe body 1 is fixedly arranged on the inner peripheral surface of the drain pipe body 1 . The anti-corrosion lining layer is a modified PVC lining layer 5, and the thickness of the modified PVC lining layer 5 is not less than 1.5 mm. The outer surface 51 of the modified PVC inner liner 5 is provided with several T-shaped keys 53, and the T-shaped keys 53 are spirally distributed on the outer surface 51 of the modified PVC inner liner 5, and the T-shaped keys 53 are mechanically embedded. Embedded in the drain pipe body 1, and the outer surface 51 of the modified PVC inner lining layer 5 is closely attached to the inner peripheral surface of the drain pipe body 1, and the inner surface 52 of the modified PVC inner lining layer 5 is a smooth surface. The modified PVC inner lining on the side of the socket of the drain pipe body 1 and the modified PVC inner lining on the side of the socket are integrally formed, or they can be separated, that is, located on the socket of the drain pipe body 1. The modified PVC lining layer on the side and the modified PVC lining layer on the side of the socket are fixedly connected by welding or bonding.
排水管管体1采用插口钢环2和承口钢环3进行插接,插口钢环2和承口钢环3配合间隙小,为2毫米,插口钢环2为带密封沟槽21的特质异性钢,密封圈22紧紧卡在密封沟槽21内,这种结合紧密的接口形式确保了管材接口具有极好密封性能。优选的,采用双密封圈密封。Drain pipe body 1 is plugged with socket steel ring 2 and socket steel ring 3. The gap between socket steel ring 2 and socket steel ring 3 is as small as 2 mm. The socket steel ring 2 is characterized by sealing groove 21 Heterotropic steel, the sealing ring 22 is tightly clamped in the sealing groove 21, and this tightly combined interface form ensures excellent sealing performance of the pipe joint. Preferably, double sealing rings are used for sealing.
插口钢环2上设有接头试验进水孔23,插口钢环2和承口钢环3采用Q235型钢材制成,双胶圈接口管材施工完毕后即可通过接头试验进水孔23对接头进行密封性检验,确保接口的可靠密封,杜绝管材顶进完毕后产生地下污水渗漏现象。The socket steel ring 2 is provided with a joint test water inlet 23, the socket steel ring 2 and the socket steel ring 3 are made of Q235 steel, and the joint test water inlet 23 can be paired with the joint after the construction of the double rubber ring joint pipe is completed. Carry out tightness inspection to ensure the reliable sealing of the interface and prevent underground sewage leakage after the pipe jacking is completed.
排水管管体1用于设置承口钢环3的一端具有凹槽,凹槽的槽壁上安装承口钢环3,承口钢环3的一端插入凹槽槽底,承口钢环3的另一端还具有向外延伸的斜面,斜面有助于插接。Drainage pipe body 1 is used to set one end of the socket steel ring 3 with a groove, the socket steel ring 3 is installed on the groove wall, one end of the socket steel ring 3 is inserted into the bottom of the groove, and the socket steel ring 3 The other end also has an outwardly extending bevel, which facilitates insertion.
上述加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管采用芯模振动工艺生产,其生产流程为:The above-mentioned anti-corrosion double rubber ring sealed reinforced concrete drainage pipe for reinforced jacking construction is produced by mandrel vibration process, and its production process is as follows:
1)制作插口钢环和承口钢环,具体过程为:钢板下料→卷圆→涨圆→制成插口钢环和承口钢环;1) Making socket steel rings and socket steel rings, the specific process is: steel plate blanking→rolling→rounding→making socket steel rings and socket steel rings;
2)制作双层钢筋骨架,具体过程为:线材→冷轧带肋钢筋加工→制作钢筋骨架→组装双层钢筋骨架;2) Making a double-layer steel skeleton, the specific process is: wire rod → cold-rolled ribbed steel processing → making a steel skeleton → assembling a double-layer steel skeleton;
3)制备混凝土,具体过程为:水泥、砂、石等原材料计量→搅拌→制成混凝土;3) Prepare concrete, the specific process is: raw materials such as cement, sand, stone, etc. are measured → mixed → made into concrete;
4)制备防腐蚀内衬层:烫平胶片→胶片下料、裁胶片→内衬焊接→内衬预热4) Preparation of anti-corrosion inner lining: ironing film → film blanking, film cutting → lining welding → lining preheating
5)生产工艺过程:内衬焊接→将双层钢筋骨架安装在底盘上→安装外模→套入内模→焊接插口钢环和承口钢环→焊接锚固钢筋→混凝土入模→振动成型→端口碾压→脱内、外模→整修、检查→标示、养护→拆模→整修、检验→粘贴木垫或胶板。5) Production process: lining welding → install the double-layer steel skeleton on the chassis → install the outer mold → insert the inner mold → weld the socket steel ring and socket steel ring → weld the anchor steel bar → concrete into the mold → vibration forming → port Rolling→removal of inner and outer molds→renovation, inspection→marking, maintenance→removal of molds→renovation, inspection→pasting wooden pads or rubber sheets.
改进型顶进施工法用加强顶进施工用防腐蚀双胶圈密封钢筋混凝土排水管承载力和内、外荷载计算依据CECS143:2002《给水排水工程埋地预制混凝土圆形管道结构设计规程》进行设计,配筋依据GB50010-2002混凝土设计规范进行设计。The improved jacking construction method is used to strengthen the jacking construction and use anti-corrosion double rubber rings to seal the reinforced concrete drainage pipe. The calculation of the bearing capacity and internal and external loads is based on CECS143:2002 "Code for Design of Buried Precast Concrete Circular Pipe Structures for Water Supply and Drainage Engineering" Design and reinforcement are designed according to GB50010-2002 Concrete Design Code.
以上描述是对本发实用新型的解释,不是对实用新型的限定,本实用新型所限定的范围参见权利要求,在不违背本实用新型的精神的情况下,本实用新型可以作任何形式的修改。The above description is an explanation of the utility model of the present invention, not a limitation of the utility model. For the limited scope of the utility model, please refer to the claims. The utility model can be modified in any form without violating the spirit of the utility model.
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CN105299332A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | All-steel sealing connector of large-caliber reinforced concrete top pipe |
CN106321999A (en) * | 2016-10-12 | 2017-01-11 | 上海市政工程设计研究总院(集团)有限公司 | Steel cylinder concrete top pipe and connecting method thereof |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105299332A (en) * | 2015-11-10 | 2016-02-03 | 上海万朗管业有限公司 | All-steel sealing connector of large-caliber reinforced concrete top pipe |
CN106321999A (en) * | 2016-10-12 | 2017-01-11 | 上海市政工程设计研究总院(集团)有限公司 | Steel cylinder concrete top pipe and connecting method thereof |
CN108253203A (en) * | 2016-12-28 | 2018-07-06 | 北京市水利规划设计研究院 | Pipeline and its component |
CN108253204A (en) * | 2016-12-28 | 2018-07-06 | 北京市水利规划设计研究院 | Pipeline and its component |
CN108253204B (en) * | 2016-12-28 | 2024-04-05 | 北京市水利规划设计研究院 | Pipeline and assembly thereof |
CN112096974A (en) * | 2020-09-16 | 2020-12-18 | 浙江巨龙管业科技有限公司 | Reinforced concrete drain pipe capable of pressing and inspecting interface |
CN112856063A (en) * | 2021-03-12 | 2021-05-28 | 四川国统混凝土制品有限公司 | Novel sealing interface of reinforced concrete drain pipe |
CN113294598A (en) * | 2021-06-29 | 2021-08-24 | 宁夏青龙管业集团股份有限公司 | Water delivery pipeline |
CN119077937A (en) * | 2024-11-07 | 2024-12-06 | 连云港市成盛混凝土构件有限责任公司 | A reinforced concrete lined glass fiber reinforced plastic drainage pipe and its production process |
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