摘要：【中文】本发明公开了一种地铁施工用隧道安全检测预警系统，包括视频图像监控模块、传感器数据采集模块、通信模块、控制模块、数据存储模块、异常报警模块、施工人员佩戴终端、数据显示模块和供电模块；所述视频图像监控模块与所述控制模块连接，用于采集隧道施工现场的实时视频图像信息，并将所述实时视频图像信息发送至所述控制模块等。本发明通过视频图像监控模块、传感器数据采集模块、通信模块、控制模块、数据存储模块等之间的协同配合，可以对隧道施工现场进行全自动全方位的异常监控，并对监控到的异常进行分类处理，非事故类异常采用巡检机器人处理的方式，对于事故类异常才通知施工人员前往处理，这种模式直接进一步解放的人力。 【EN】The invention discloses a tunnel safety detection early warning system for subway construction, which comprises a video image monitoring module, a sensor data acquisition module, a communication module, a control module, a data storage module, an abnormity warning module, a constructor wearing terminal, a data display module and a power supply module, wherein the video image monitoring module is used for monitoring the video image of a tunnel; the video image monitoring module is connected with the control module and used for acquiring real-time video image information of a tunnel construction site and sending the real-time video image information to the control module and the like. According to the invention, through the cooperative cooperation among the video image monitoring module, the sensor data acquisition module, the communication module, the control module, the data storage module and the like, full-automatic all-around abnormity monitoring can be carried out on a tunnel construction site, the monitored abnormity is classified and processed, the non-accident abnormity adopts a mode of processing by using a polling robot, a constructor is informed of the accident abnormity to go to process, and the mode directly relieves manpower.

摘要：【中文】本发明公开了一种轨道交通建设安全监控系统，包括视频图像监控模块、传感器数据采集模块、通信模块、控制模块、数据存储模块、异常报警模块、施工人员佩戴终端、数据显示模块和供电模块；所述视频图像监控模块与所述控制模块连接，用于采集隧道施工现场的实时视频图像信息，并将所述实时视频图像信息发送至所述控制模块等。本发明通过视频图像监控模块、传感器数据采集模块、通信模块、控制模块、数据存储模块等之间的协同配合，可以对隧道施工现场进行全自动全方位的异常监控，并对监控到的异常进行分类处理，非事故类异常采用巡检机器人处理的方式，对于事故类异常才通知施工人员前往处理，这种模式直接进一步解放的人力。 【EN】The invention discloses a rail transit construction safety monitoring system which comprises a video image monitoring module, a sensor data acquisition module, a communication module, a control module, a data storage module, an abnormity alarm module, a constructor wearing terminal, a data display module and a power supply module, wherein the video image monitoring module is connected with the data display module; the video image monitoring module is connected with the control module and used for acquiring real-time video image information of a tunnel construction site and sending the real-time video image information to the control module and the like. According to the invention, through the cooperative cooperation among the video image monitoring module, the sensor data acquisition module, the communication module, the control module, the data storage module and the like, full-automatic all-around abnormity monitoring can be carried out on a tunnel construction site, the monitored abnormity is classified and processed, the non-accident abnormity adopts a mode of processing by using a polling robot, a constructor is informed of the accident abnormity to go to process, and the mode directly relieves manpower.

摘要：【中文】本发明公开一种铁轨道防锈剂，包括A组分和B组分，其中，所述A组分包括以下重量份的原料：酯类油50‑90份，石墨烯粉30‑50份，聚酰亚胺30‑50份；其中，所述B组分包括以下重量份的原料：酯类油20‑50份，防锈剂1‑10份，胺类抗氧剂20‑30份。本发明在使用时形成A‑B‑A层状，由于电极作用，酯类油更易吸附在地铁轨道表面，且由于电极作用，最外层也具有吸附在地铁轨道表面的趋势，使得本发明形成的保护层不易脱落。 【EN】The invention discloses a rail track antirust agent which comprises a component A and a component B, wherein the component A comprises the following raw materials in parts by weight: 50-90 parts of ester oil, 30-50 parts of graphene powder and 30-50 parts of polyimide; wherein the component B comprises the following raw materials in parts by weight: 20-50 parts of ester oil, 1-10 parts of antirust agent and 20-30 parts of amine antioxidant. The protective layer formed by the invention is not easy to fall off because the protective layer is easy to absorb on the surface of the subway rail due to the electrode effect and the outermost layer also has the tendency of absorbing on the surface of the subway rail due to the electrode effect.

摘要：【中文】一种双液浆混合装置，包括混合腔、搅拌装置、水玻璃出液装置，搅拌装置设置在混合腔内部、与混合腔连接，水玻璃出液装置与混合腔连接；其中，水玻璃出液装置包括水玻璃容纳腔、开闭装置，开闭装置设置在水玻璃容纳腔内；一种使用本发明双液浆混合装置处理流沙层的施工方法，包括以下步骤：通过基坑内挖探槽确定粉质黏土层深度；钻孔桩间冠梁外侧打入直径为146mm、壁厚6mm、管体上分布有注浆孔的钢管，钢管之间的间距为0.4m，钢管穿透粉质黏土，进入卵石层的长度不小于2m；使用钢管对流沙层进行注浆，注浆压力0.4~0.8MPa，注浆深度为粉质黏土层上、下各1.0m；其中，注浆的浆料为是由水泥、水、水玻璃按配合比1：1：1.68配制而成的双液浆溶液。 【EN】A double-slurry mixing device comprises a mixing cavity, a stirring device and a water glass liquid outlet device, wherein the stirring device is arranged in the mixing cavity and connected with the mixing cavity; the water glass liquid outlet device comprises a water glass accommodating cavity and an opening and closing device, and the opening and closing device is arranged in the water glass accommodating cavity; the construction method for treating the quicksand layer by using the double-slurry mixing device comprises the following steps of: determining the depth of the silty clay layer through a digging groove in the foundation pit; the method comprises the following steps that steel pipes with the diameter of 146mm and the wall thickness of 6mm are driven into the outer side of a crown beam between drilled piles, grouting holes are distributed in pipe bodies, the distance between the steel pipes is 0.4m, the steel pipes penetrate through powdery clay, and the length of the steel pipes entering a pebble layer is not less than 2 m; grouting the convective sand layer by using a steel pipe, wherein the grouting pressure is 0.4-0.8 MPa, and the grouting depth is 1.0m above and below the powdery clay layer; wherein, the grouting slurry is prepared from cement, water and water glass according to the mixing ratio of 1: 1: 1.68 to obtain a double-liquid-slurry solution.

摘要：【中文】本发明公开了一种地铁箱梁平移施工装置及方法，涉及地铁施工领域，该装置的移动机构包括移动横梁，移动横梁上安装的第一滑块和第二滑块对称设置在移动横梁的两侧，第一滑块和第二滑块的顶端分别设有用于升降的顶升结构，顶升结构的顶端设有滑动机构；移动横梁的下端设有活动的滚动结构；滑动机构包括呈“十”字型交叉设置的横向滑道和纵向滑道，且分别安装有用于连接和带动箱梁移动的滚轮小车，横向滑道和纵向滑道的两端均设有支撑结构。该装置能够通过调整将箱梁平移到设计位置，提高了箱梁的施工效率，同时使用方便，还能够多次重复使用，节约大量的人力和物力。该装置的使用方法，能让施工平移箱梁方便同时还能够稳定实现箱梁的平移。 【EN】The invention discloses a subway box girder translation construction device and a method, and relates to the field of subway construction.A moving mechanism of the device comprises a moving beam, wherein a first sliding block and a second sliding block which are arranged on the moving beam are symmetrically arranged on two sides of the moving beam; the lower end of the movable beam is provided with a movable rolling structure; the sliding mechanism comprises a transverse slide and a longitudinal slide which are crossed in a cross shape, roller trolleys used for connecting and driving the box girder to move are respectively installed on the transverse slide and the longitudinal slide, and supporting structures are respectively arranged at two ends of the transverse slide and the longitudinal slide. The device can be through the adjustment with box roof beam translation to design position, has improved the efficiency of construction of box roof beam, and convenient to use simultaneously can also used repeatedly many times, practices thrift a large amount of manpowers and material resources. The use method of the device can facilitate the construction of translating the box girder and can also stably realize the translation of the box girder.

摘要：【中文】本发明公开了一种地铁隐盖梁施工方法，涉及地铁施工领域，包括如下施工步骤：S1：支架搭设；S2：安装永久支座及隐盖梁底板和腹板底板支模；S3：绑扎底板钢筋和腹板钢筋；S4：绑扎现浇箱梁的钢筋骨架；S5：穿设波纹管及穿预应力钢绞线；S6：支设隐盖梁的侧板模板；S7：浇筑隐盖梁的混凝土；S8：混凝土养护及隐盖梁拆模；S9：预应力钢绞线张拉。该施工方法将盖梁与箱梁一体现浇，将简支梁变成连续梁，大大提高了盖梁的承载力，同时也避免了由于箱梁的移位，发生工程事故。 【EN】The invention discloses a subway hidden cover beam construction method, which relates to the field of subway construction and comprises the following construction steps: s1: erecting a bracket; s2: installing a permanent support, a hidden cover beam bottom plate and a web plate bottom plate formwork; s3: binding a bottom plate reinforcing steel bar and a web plate reinforcing steel bar; s4: binding a steel reinforcement framework of the cast-in-place box girder; s5: the corrugated pipe and the prestressed steel strand are penetrated; s6: erecting a side plate template of the hidden cover beam; s7: pouring concrete of the hidden cover beam; s8: curing the concrete and removing the hidden cover beam; s9: and (5) tensioning the prestressed steel strands. According to the construction method, the cover beam and the box beam are cast in place integrally, the simply supported beam is changed into the continuous beam, the bearing capacity of the cover beam is greatly improved, and meanwhile, engineering accidents caused by the displacement of the box beam are avoided.

摘要：【中文】本发明公开了一种地铁盖梁施工方法，具体所使用的支架，涉及地铁施工领域，所述支架包括固定支撑结构；所述固定支撑结构包括第一抱箍和第二抱箍，分别用于与桥墩柱固定；所述第一抱箍和第二抱箍的外侧壁沿轴心对称设置有横梁，所述第一抱箍和第二抱箍同侧的横梁上均设有支撑梁，两根所述支撑梁对称设置在所述第一抱箍与第二抱箍的两侧，且可在两根同侧所述横梁上滑动，两根所述支撑梁之间设有可拆卸连接的底模板，两根所述支撑梁的顶端均连接有侧模板，用于支挡混凝土。该施工方法能够快速将盖梁浇筑成型，且配合该方法使用的支架，能够减少支撑架的钢管数量，减少搭设的时间，节约材料，并且减少了模板之间接缝的移位，提高了混凝土浇筑的质量。 【EN】The invention discloses a construction method of a subway cover beam, and particularly relates to a used support, which relates to the field of subway construction; the fixed supporting structure comprises a first anchor ear and a second anchor ear which are respectively used for being fixed with the pier column; the lateral wall of first staple bolt and second staple bolt is provided with the crossbeam along the axle center symmetry, all be equipped with a supporting beam on the crossbeam of first staple bolt and second staple bolt homonymy, two supporting beam symmetry sets up the both sides of first staple bolt and second staple bolt, and can be at two homonymies slide on the crossbeam, two be equipped with the die block board that can dismantle the connection between the supporting beam, two the top of a supporting beam all is connected with the side form board for prop up and keep off the concrete. The construction method can be used for quickly pouring and molding the cover beam, and the bracket used by matching with the method can reduce the number of steel pipes of the support frame, reduce the erection time, save materials, reduce the displacement of seams between the templates and improve the quality of concrete pouring.

摘要：【中文】本发明公开了一种豆砾石泵，包括进料装置、送料装置，进料装置与送料装置连接；进料装置包括进料通道、粉碎通道，进料通道和粉碎通道末端连通；送料装置包括分料装置、若干喷料管、进风通道、喷射通道，喷料管的一端与进风通道连接，喷料管的另一端与喷射通道连接，分料装置包括若干分料通道，分料通道的末端设置在喷料管中，分料通道设置有开关；喷射通道的末端设置有监控装置；经过滤网筛选，小尺寸的豆砾石可通过滤网，大尺寸的豆砾石滑入粉碎通道中，经过粉碎装置的打碎后，再进入分料通道中，防止大尺寸的豆砾石进入豆砾石泵的内部造成堵塞；通过观察挡环的移动情况，豆砾石工可清楚地知道回填情况。 【EN】The invention discloses a gravel and bean pump, which comprises a feeding device and a feeding device, wherein the feeding device is connected with the feeding device; the feeding device comprises a feeding channel and a crushing channel, and the tail ends of the feeding channel and the crushing channel are communicated; the feeding device comprises a material distribution device, a plurality of material spraying pipes, an air inlet channel and an injection channel, wherein one end of each material spraying pipe is connected with the air inlet channel, the other end of each material spraying pipe is connected with the injection channel, the material distribution device comprises a plurality of material distribution channels, the tail ends of the material distribution channels are arranged in the material spraying pipes, and the material distribution channels are provided with switches; the tail end of the injection channel is provided with a monitoring device; the small-sized gravel beans can pass through the filter screen after being screened by the filter screen, and the large-sized gravel beans slide into the crushing channel, are crushed by the crushing device and then enter the material distribution channel, so that the large-sized gravel beans are prevented from entering the inside of the gravel pump to cause blockage; by observing the movement of the baffle ring, the pea gravel worker can clearly know the backfill condition.

摘要：【中文】本发明涉及一种盾构始发用反力架以及使用其纠偏负环的方法，包括横架，竖架，负环，所述反力架包括紧固部件，所述横架与竖架组合形成框架形反力架，所述反力架用于为盾构机提供推进反力，所述负环沿盾构掘进方向拼装，所述负环圆环面与反力架接触，所述紧固部件设置在反力架上，所述紧固部件用于固定负环；通过上述技术方案，解决了现有盾构始发过程中对已拼装且与反力架接触的负环管片无法有效固定的技术缺陷；同时通过各紧固部件的独立运作，对负环成型的隧道线形进行调节，进而解决在盾构机完全进洞之后还需调整掘进参数而修正线型的技术问题。 【EN】The invention relates to a reaction frame for shield starting and a method for using a deviation-rectifying negative ring of the reaction frame, which comprises a transverse frame, a vertical frame and a negative ring, wherein the reaction frame comprises a fastening part, the transverse frame and the vertical frame are combined to form a frame-shaped reaction frame, the reaction frame is used for providing propulsion reaction force for a shield machine, the negative ring is assembled along the shield tunneling direction, the annular surface of the negative ring is contacted with the reaction frame, the fastening part is arranged on the reaction frame, and the fastening part is used for fixing the negative ring; by the technical scheme, the technical defect that the assembled negative ring pipe piece which is in contact with the reaction frame cannot be effectively fixed in the starting process of the existing shield is overcome; meanwhile, the line shape of the tunnel formed by the negative ring is adjusted through the independent operation of each fastening part, so that the technical problem that the line shape is corrected by adjusting the tunneling parameters after the shield machine completely enters the tunnel is solved.

摘要：【中文】本发明涉及一种用于精确调节轨距的拉杆结构以及调距方法，所述拉杆结构沿轨道线路方向设置，所述拉杆结构包括调距装置，拉杆，所述调距装置设置在拉杆两端，所述调距装置用于精调轨距；所述调距装置包括调距杆件，紧固件，调距器，所述调距杆件一端安装调距器，所述调距杆件另一端设置钢轨安装位，所述紧固件沿轨道线路方向对称设置在安装位上，所述调距杆件对称设置在拉杆两端。通过上述方案可以实现将轨距精确调节至1435mm，既保证了对轨距精调的毫米级控制，也缩短了工作时间，提升了工作效率。 【EN】The invention relates to a pull rod structure for accurately adjusting track gauge and a distance adjusting method, wherein the pull rod structure is arranged along the track line direction and comprises a distance adjusting device and a pull rod, the distance adjusting device is arranged at two ends of the pull rod, and the distance adjusting device is used for accurately adjusting the track gauge; the distance adjusting device comprises a distance adjusting rod piece, a fastening piece and a distance adjuster, wherein the distance adjuster is installed at one end of the distance adjusting rod piece, a steel rail installation position is arranged at the other end of the distance adjusting rod piece, the fastening piece is symmetrically arranged on the installation position along the track line direction, and the distance adjusting rod pieces are symmetrically arranged at two ends of the pull rod. Can realize adjusting the gauge to 1435mm through above-mentioned scheme, both guarantee the millimeter level control to gauge fine tuning, also shorten operating time, promote work efficiency.