摘要：【中文】本发明公开了一种水下船体清扫机器人作业装置，传动带两端滚动连接从动轴，且从动轴下端轴承转动连接机器人本体，从动轴上端滑动连接台阶轴下部，台阶轴上端转动连接横板，且台阶轴顶部固定连接转轴，转轴顶部固定连接清洁刷；机器人本体内部设置二号电机，二号电机下端转动连接主动轴，主动轴固定连接半圆锥齿轮；半圆锥齿轮啮合转向锥齿轮，转向锥齿轮固定连接双向丝杆。该机器人通过半圆锥齿轮实现双向丝杆的往复正反转动，且双向丝杆带动活动杆往复上下移动，活动杆一边使得套筒以及波纹桶内的压强变化吸附船体表面，一边带动横板往复上下移动使得清洁刷伸出与收缩清洁船体。该作业装置结构设计合理适用，显著提升了水下船体的清洁工作效率。 【EN】The invention discloses an underwater hull cleaning robot working device, wherein two ends of a transmission belt are connected with driven shafts in a rolling manner, bearings at the lower ends of the driven shafts are rotatably connected with a robot body through bearings, the upper ends of the driven shafts are slidably connected with the lower parts of step shafts, the upper ends of the step shafts are rotatably connected with transverse plates, the tops of the step shafts are fixedly connected with rotating shafts, and the tops of the rotating shafts are fixedly connected with cleaning brushes; a second motor is arranged in the robot body, the lower end of the second motor is rotatably connected with a driving shaft, and the driving shaft is fixedly connected with a semi-circular bevel gear; the semi-circle bevel gear is meshed with the steering bevel gear, and the steering bevel gear is fixedly connected with the bidirectional screw rod. The robot realizes reciprocating forward and reverse rotation of the bidirectional screw rod through the semi-circular bevel gear, the bidirectional screw rod drives the movable rod to reciprocate, the movable rod enables pressure changes in the sleeve and the corrugated barrel to adsorb the surface of the ship body, and the movable rod drives the transverse plate to reciprocate to enable the cleaning brush to stretch out and contract to clean the ship body. The operation device is reasonable in structural design and applicable, and the cleaning work efficiency of the underwater ship body is remarkably improved.

摘要：【中文】本发明公开了一种多功能水下垃圾打捞机器人，主动轴转动连接隔断板，主动轴左端轴承转动连接过滤板，过滤板左端设置清水室，主动轴表面固定连接螺旋叶片；螺旋叶片下端设置波纹管上端，液压缸左端滑动连接活塞杆，活塞杆左端转动连接卡斗，卡斗上部转动连接连杆左端，连杆右端转动连接液压缸；第二锥齿轮固定连接蜗杆上端。该机器人通过铲板将水下底部的较大固体垃圾进行铲动，且主动轴带动螺旋叶片转动抽吸机器人本体1底部的细小垃圾经过滤板进行过滤，收集细小垃圾，驱动轮转动使得机器人本体整体移动。该机器人机构设计合理适用，不但可以针对较大体积的垃圾进行打捞，同时还可吸收细小垃圾，大大节省了劳力，提高水下垃圾打捞效率。 【EN】The invention discloses a multifunctional underwater garbage fishing robot, wherein a driving shaft is rotatably connected with a partition plate, a bearing at the left end of the driving shaft is rotatably connected with a filter plate, the left end of the filter plate is provided with a clear water chamber, and the surface of the driving shaft is fixedly connected with a helical blade; the lower end of the helical blade is provided with the upper end of a corrugated pipe, the left end of the hydraulic cylinder is connected with a piston rod in a sliding manner, the left end of the piston rod is rotatably connected with a clamping hopper, the upper part of the clamping hopper is rotatably connected with the left end of a connecting rod, and the right end of the connecting rod is rotatably connected with the hydraulic cylinder; the second bevel gear is fixedly connected with the upper end of the worm. This robot shovels the great solid rubbish of bottom under water through the shovel board, and the driving shaft drives helical blade and rotates the tiny rubbish that sucks 1 bottom of robot body and filter through the filter plate, collects tiny rubbish, and the drive wheel rotates and makes robot body moving as a whole. The robot mechanism is reasonable in design and suitable for use, can salvage garbage with large volume, can absorb fine garbage, greatly saves labor force and improves underwater garbage salvage efficiency.

摘要：【中文】本发明提供一种山岭公路岩质边坡支护挡土墙，包括由混凝土浇筑凝结而成的墙体和多根锚杆，墙体包括等间距并列竖立于山岭公路路边的多根承重柱以及连接于任意相邻两根承重柱之间的墙板，锚杆的一端插入承重柱以内，锚杆的另一端插入边坡坡面以内。采用本发明的技术方案，混凝土浇筑于公路路边上，不在需要浇筑于边坡坡面上，相应的混凝土即不需要运输至倾斜角度大的大型边坡上，降低了混凝土成本，承重柱通过锚杆将边坡以内不稳定、失去平衡的岩土连接成为一个整体，能够有效避免边坡坡顶岩土产生滑移或失去平衡，相比现有技术，挡土墙易于施工，有利于降低施工成本，可适用于坡度大、坡顶与坡底相对高度大的边坡防护工程，适应性广泛。 【EN】The invention provides a mountain road rock slope supporting retaining wall which comprises a wall body formed by pouring and condensing concrete and a plurality of anchor rods, wherein the wall body comprises a plurality of bearing columns which are erected on the roadside of a mountain road side in parallel at equal intervals and a wallboard connected between any two adjacent bearing columns, one end of each anchor rod is inserted into each bearing column, and the other end of each anchor rod is inserted into the slope surface of a side slope. By adopting the technical scheme of the invention, concrete is poured on the road side of the road, and is not poured on the slope surface of the side slope, and the corresponding concrete does not need to be transported to a large side slope with a large inclination angle, so that the concrete cost is reduced, the bearing column connects unstable and unbalanced rock soil in the side slope into a whole through the anchor rod, so that the rock soil on the top of the side slope can be effectively prevented from sliding or losing balance.

摘要：【中文】本发明提供一种山岭公路岩质边坡SNS柔性网防护系统，包括多张钢索网和插入于边坡坡面之上的多根锚杆，钢索网包括围绕成封闭图形的多根锚索以及多根钢丝绳，每根钢丝绳两端分别固定连接于任意两根不同的锚索之上，所述钢索网沿着边坡坡面铺展并且每张钢索网顶角部位与锚杆固定连接，同时相邻两张钢索网边沿齐平对接在一起。采用本发明的技术方案，通过锚杆、钢索网使边坡坡面上具有松动倾向的岩土与深层固结岩土连接为一个整体，避免其产生滑移或失去平衡，防止出现滑坡现象，锚杆、钢索网质量轻便，易于运输，便于施工，大大降低了施工成本，此外，安装施工过程不需要使用大量的混凝土，也不需要等待混凝土凝结，缩短了防护施工工期。 【EN】The invention provides a mountain road rock slope SNS flexible net protection system which comprises a plurality of steel cable nets and a plurality of anchor rods inserted on a slope surface, wherein each steel cable net comprises a plurality of anchor cables and a plurality of steel wire ropes which are encircled into a closed pattern, two ends of each steel wire rope are respectively and fixedly connected to any two different anchor cables, each steel cable net is spread along the slope surface, a vertex angle part of each steel cable net is fixedly connected with each anchor rod, and the edges of two adjacent steel cable nets are connected together in a flush and butt joint mode. By adopting the technical scheme of the invention, the rock soil with a loosening tendency on the slope surface of the side slope and the deep consolidated rock soil are connected into a whole through the anchor rod and the steel cable net, so that the slippage or unbalance of the rock soil is avoided, the landslide phenomenon is prevented, the anchor rod and the steel cable net are light in weight, easy to transport and convenient to construct, the construction cost is greatly reduced, in addition, a large amount of concrete is not required to be used in the installation and construction process, the concrete is not required to be coagulated, and the protection construction period is shortened.

摘要：【中文】本发明提供一种轻质复合条板与钢结构梁连接结构，包括轻质复合条板、钢结构梁、“L”字形固定卡和多根锚固棒，固定卡的一侧通过螺钉与钢结构梁固定连接在一起，固定卡的另一侧通过螺钉与轻质复合条板的一端固定连接在一起，轻质复合条板的另一端向外延伸，锚固棒的两端分别插入轻质复合条板和钢结构梁以内。采用本发明的技术方案，通过采用固定卡对轻质复合条板外表面与钢结构梁外表面进行连接，又通过粘接剂使轻质复合条板彼此相对的对接面粘结在一起，还通过多根锚固棒分别插入轻质复合条板、钢结构梁内部，使轻质复合条板与钢结构梁连接更为紧密，连接更为牢固和可靠，提升了轻质复合条板的安装施工效果。 【EN】The invention provides a connecting structure of a light composite batten and a steel structure beam, which comprises the light composite batten, the steel structure beam, an L-shaped fixing clip and a plurality of anchoring rods, wherein one side of the fixing clip is fixedly connected with the steel structure beam through a screw, the other side of the fixing clip is fixedly connected with one end of the light composite batten through a screw, the other end of the light composite batten extends outwards, and two ends of the anchoring rods are respectively inserted into the light composite batten and the steel structure beam. By adopting the technical scheme of the invention, the outer surface of the light composite batten is connected with the outer surface of the steel structure beam by adopting the fixing clip, the opposite butt joint surfaces of the light composite battens are bonded together by the adhesive, and the light composite battens and the steel structure beam are respectively inserted into the light composite battens and the steel structure beam by the plurality of anchoring rods, so that the connection of the light composite battens and the steel structure beam is tighter, the connection is firmer and more reliable, and the installation and construction effects of the light composite battens are improved.

摘要：【中文】本发明提供一种成品管相向顶进对接施工方法，包括：挖掘土两个工作井、选取初始点，安装千斤顶并连接工具管，工具管上连接有导向圈、通过千斤顶推进工具管至土体、不断下放新的成品管并使导向圈逐渐相向推进至土体以内直至导向圈对接合拢。采用本发明的技术方案，在首节工具管上固定连接钢质的导向圈，导向圈对成品管的推进起到了引导作用，在同等的推进力的情况下，使成品管能够顶入地面土体以内更长的距离，满足了长距离地下管线铺设施工的需求，使成品管能够在推进过程中排除地下土体以内遇到的各种障碍物，通过使千斤顶推进力均匀作用在工具管或成品管上，使工具管或成品管始终沿着直线推进至土体以内，提升了施工质量。 【EN】The invention provides a construction method for opposite jacking and butt joint of finished pipes, which comprises the following steps: digging two working wells, selecting an initial point, installing a jack and connecting the jack with a tool pipe, connecting a guide ring on the tool pipe, pushing the tool pipe into a soil body through the jack, continuously putting a new finished product pipe, and gradually pushing the guide ring in opposite directions into the soil body until the guide ring is butted and folded. By adopting the technical scheme of the invention, the steel guide ring is fixedly connected on the first section of the tool pipe, the guide ring plays a role in guiding the propelling of the finished product pipe, the finished product pipe can be jacked into the ground soil body for a longer distance under the condition of the same propelling force, the requirement of laying construction of a long-distance underground pipeline is met, various obstacles encountered in the underground soil body can be eliminated in the propelling process of the finished product pipe, and the tool pipe or the finished product pipe can be always propelled into the soil body along a straight line by enabling the propelling force of the jack to be uniformly acted on the tool pipe or the finished product pipe, so that the construction quality is improved.

摘要：【中文】本发明提供一种高强度轻钢龙骨混凝土隔墙，包括OSB增强板和轻钢龙骨架，轻钢龙骨架包括沿着水平方向布置的多根横龙骨和沿着竖直方向布置的多根竖龙骨，横龙骨与竖龙骨相交处焊接在一起，OSB增强板通过螺栓覆盖固定于轻钢龙骨架前后两侧表面上，OSB增强板、横龙骨和竖龙骨之间的间隙以内浇筑有混凝土。采用本发明的技术方案，通过采用OSB增强板与轻钢龙骨、混凝土组成由复合材料制成的隔墙，利用了OSB增强板的定向作用，使外部载荷能够沿着OSB增强板内部的纹理延展方向使外部载荷定向地均匀分布至各个角落，从而有效防止隔墙局部受到破坏，使隔墙具有良好的稳定性。 【EN】The invention provides a high-strength light steel keel concrete partition wall which comprises an OSB reinforcing plate and a light steel keel frame, wherein the light steel keel frame comprises a plurality of transverse keels arranged along the horizontal direction and a plurality of vertical keels arranged along the vertical direction, the intersecting parts of the transverse keels and the vertical keels are welded together, the OSB reinforcing plate is fixedly covered on the front side surface and the rear side surface of the light steel keel frame through bolts, and concrete is poured in gaps among the OSB reinforcing plate, the transverse keels and the vertical keels. By adopting the technical scheme of the invention, the OSB reinforcing plate, the light steel keel and the concrete are adopted to form the partition wall made of the composite material, and the directional effect of the OSB reinforcing plate is utilized, so that the external load can be directionally and uniformly distributed to all corners along the grain extension direction in the OSB reinforcing plate, thereby effectively preventing the local damage of the partition wall and ensuring that the partition wall has good stability.

摘要：【中文】本发明提供一种预制混凝土构件拼装塔基基础，包括塔柱和多个塔撑块，塔柱和多个塔撑块均由混凝土浇筑于钢筋架上预制而成，塔柱外表面设置有多个榫槽，塔撑块与榫槽数量相同并且塔撑块外表面设置有相应的榫头，塔柱与塔撑块通过榫头与榫槽的配合连接在一起并且多个塔撑块围绕于塔柱四周。采用本发明的技术方案，通过预制塔柱和多个塔撑块，使塔基基础便于装卸和运输，通过设置顶心千斤顶和压坠千斤顶使塔基基础保持稳定和可靠，承载能力强，通过在塔柱、塔撑块内部设置防水层和吸水层，能够有效防止外界环境或地面土壤中的水分子侵蚀塔基基础，防止塔基基础脆化，保持塔基基础的稳定和可靠，延长了塔基基础的使用寿命。 【EN】The invention provides a precast concrete component assembled tower footing foundation which comprises a tower column and a plurality of tower supporting blocks, wherein the tower column and the plurality of tower supporting blocks are all precast by pouring concrete on a reinforcing steel bar frame, the outer surface of the tower column is provided with a plurality of mortises, the number of the tower supporting blocks and the number of the mortises are the same, the outer surface of the tower supporting block is provided with corresponding tenons, the tower column and the tower supporting blocks are connected together through the matching of the tenons and the mortises, and the plurality of tower supporting blocks surround the tower column. By adopting the technical scheme of the invention, the tower foundation is convenient to assemble, disassemble and transport by prefabricating the tower column and the plurality of tower supporting blocks, the tower foundation is kept stable and reliable by arranging the jack and the pressing and dropping jack, the bearing capacity is strong, and the waterproof layer and the water absorbing layer are arranged in the tower column and the tower supporting blocks, so that the tower foundation can be effectively prevented from being corroded by water molecules in the external environment or ground soil, the tower foundation is prevented from being embrittled, the stability and reliability of the tower foundation are kept, and the service life of the tower foundation is prolonged.

摘要：【中文】本发明提供一种地下管线工程成品管邻接结构，包括通过逐次推进至地下土体以内的多根成品管，相邻两根成品管邻接处构成管缝，相邻两根成品管邻接处还通过填塞于成品管外壁与地下土体之间的固结体连接为一体，固结体是经过向管缝以内浇筑混凝土后凝结形成。采用本发明的技术方案，通过向相邻两根成品管邻接处管缝以内充填混凝土使其凝结形成固结体，增加了相应成品管抵御地下环境温度变化的能力，固结体使相邻两根成品管连接为一体，增加了相邻两个成品管邻接处的强度和承载能力，能够有效抵御来自于地下的压力，维持地下管线相邻成品管邻接处的稳定，保证地下管线的安全、可靠和稳定运行。 【EN】The invention provides an abutting structure of finished pipes of an underground pipeline engineering, which comprises a plurality of finished pipes which are gradually pushed into an underground soil body, wherein the abutting positions of two adjacent finished pipes form a pipe seam, the abutting positions of two adjacent finished pipes are also connected into a whole through a consolidation body filled between the outer wall of the finished pipe and the underground soil body, and the consolidation body is formed by pouring concrete into the pipe seam and then condensing. By adopting the technical scheme of the invention, the concrete is filled in the pipe joints at the adjacent positions of the two adjacent finished pipes to be condensed to form the consolidation body, so that the capability of the corresponding finished pipes for resisting the temperature change of the underground environment is increased, the consolidation body enables the two adjacent finished pipes to be connected into a whole, the strength and the bearing capacity of the adjacent positions of the two adjacent finished pipes are increased, the pressure from the underground can be effectively resisted, the stability of the adjacent positions of the underground pipelines at the adjacent positions of the finished pipes is maintained, and the safe, reliable and stable operation of the underground pipelines is ensured.

摘要：【中文】本发明涉及一种型材，所述型材包括型材本体以及芯材，所述型材本体内部开设有空腔，所述芯材填充于所述空腔内，所述芯材能在300℃以上的高温下发生炭化，且所述芯材的残炭率为50％～80％，所述芯材包括第一芯材以及第二芯材，所述第一芯材的密度大于所述第二芯材的密度，所述第一芯材支撑所述空腔的内壁，且所述第一芯材在所述空腔的填充比例为35％～50％，所述第二芯材在所述空腔的填充比例为40％～50％。本发明还涉及一种该型材的制备方法及其应用。本发明的芯材的阻燃性能较好，在高温大火燃烧时会有部分发生炭化反应，而且在没有明火的情况下会充分炭化并耐高温灼烧。该型材在遇到火灾时，实现耐火完整性1.00小时，并符合乙级防火要求。 【EN】The invention relates to a section bar, which comprises a section bar body and a core material, wherein a cavity is formed in the section bar body, the core material is filled in the cavity, the core material can be carbonized at a high temperature of more than 300 ℃, the carbon residue rate of the core material is 50-80%, the core material comprises a first core material and a second core material, the density of the first core material is greater than that of the second core material, the first core material supports the inner wall of the cavity, the filling proportion of the first core material in the cavity is 35-50%, and the filling proportion of the second core material in the cavity is 40-50%. The invention also relates to a preparation method and application of the profile. The core material has good flame retardant property, can be partially carbonized when burnt by high-temperature and strong fire, and can be fully carbonized and resistant to high-temperature burning under the condition of no open fire. When the section meets fire, the fire-resistant integrity is realized for 1.00 hour, and the section meets the second-level fire-proof requirement.