CN107142852B - Bridge guardrail drilling and planting reinforcement structure and its construction method - Google Patents
Bridge guardrail drilling and planting reinforcement structure and its construction method Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/003—Supports for the drilling machine, e.g. derricks or masts adapted to be moved on their substructure, e.g. with skidding means; adapted to drill a plurality of wells
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/16—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using gaseous fluids
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting
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Abstract
Description
技术领域technical field
本发明涉及一种桥梁护栏钻孔植筋结构及其施工方法,属于路桥施工技术领域。The invention relates to a bridge guardrail drilling and planting bar structure and a construction method thereof, belonging to the technical field of road and bridge construction.
背景技术Background technique
护栏主要用于住宅、公路、商业区、公共场所等场合中对人身安全及设备设施的保护与防护。护栏在我们生活中处处可见。护栏根据高度的不同,每米长度的价格也会不同。Guardrails are mainly used for the protection and protection of personal safety and equipment and facilities in residences, highways, commercial areas, public places and other occasions. Guardrails are everywhere in our lives. The price per meter of length of the guardrail varies according to the height.
申请号为CN104480857A公开了一种公路桥梁外缘模块化护栏结构及其安装施工方法。一种公路桥梁外缘模块化护栏结构,包括多个相互拼接的护体,立柱穿入护体内固定,所述立柱上面横穿有护栏,其特征是,所述护体为非闭合矩形一体装置,其共有边角一、边角二、边角三和边角四,其中:边角三延伸有直角折边,紧固件一穿过直角折边进入路基内将其竖向固定,边角一处安装有合页一使护体可折叠;所述合页二下方还链接侧片,紧固件三穿过侧片进入路基内将其横向固定。与现有的技术相比,本发明的优点是:通过将紧固件按设计的间距布设在路基在,在将本装置中一体型活动护体固定在预设好的紧固件上面,拆装方便,便于更换和维护,其使用和维修成本大大降低。Application No. CN104480857A discloses a highway bridge outer edge modular guardrail structure and its installation and construction method. A modular guardrail structure at the outer edge of a highway bridge, comprising a plurality of mutually spliced guards, a column is penetrated into the guard to be fixed, and a guardrail traverses the top of the column, and is characterized in that the guard is a non-closed rectangular integrated device , which has a total of corner 1, corner 2, corner 3 and corner 4, among which: corner 3 extends with a right-angle fold, and once the fastener passes through the right-angle fold and enters the roadbed to fix it vertically, the corner A hinge 1 is installed at one place so that the protective body can be folded; the lower part of the hinge 2 is also linked with a side piece, and the fastener 3 passes through the side piece and enters the roadbed to fix it laterally. Compared with the prior art, the advantages of the present invention are: by arranging the fasteners on the roadbed according to the designed spacing, the integral movable protective body in the device is fixed on the preset fasteners, and the removal is done. It is easy to install, easy to replace and maintain, and its use and maintenance costs are greatly reduced.
该护栏在安装时,需要人工对护栏的安装点进行打孔,安装螺杆,这样很不方便,同时定位不准,导致施工困难。When the guardrail is installed, it is necessary to manually drill the installation point of the guardrail and install the screw, which is very inconvenient, and at the same time, the positioning is not accurate, which leads to the difficulty of construction.
发明内容SUMMARY OF THE INVENTION
本发明克服了现有技术存在的问题,提出了一种桥梁护栏钻孔植筋结构及其施工方法,本发明专门针对该中护栏安装过程中的诸多不便,本申请可以自动钻孔,自动清孔,自动植筋供后方护栏安装,速度快,施工快速。The present invention overcomes the problems existing in the prior art, and proposes a bridge guardrail drilling and planting reinforcement structure and a construction method thereof. The present invention is specially aimed at many inconveniences in the installation process of the middle guardrail. Holes, automatic planting of reinforcement for rear guardrail installation, fast speed, fast construction.
本发明的具体技术方案如下:The concrete technical scheme of the present invention is as follows:
桥梁护栏钻孔植筋结构,包括移动车,所述移动车包括车体,车体的四角安装有液压平行升降柱;其特征在于,所述车体的后侧安装有通过液压杆一带动在导轨杆上面来回移动的液压升降车,导轨杆安装在所述液压升降车,所述导轨杆内安装有电机带动旋转的螺纹杆,移动架安装在所述螺纹杆上;The structure of the bridge guardrail drilling and planting bars includes a mobile car, the mobile car includes a car body, and hydraulic parallel lifting columns are installed at the four corners of the car body; A hydraulic lift truck that moves back and forth on the rail rod, the rail rod is installed on the hydraulic lift truck, a threaded rod driven by a motor to rotate is installed in the rail rod, and the moving frame is installed on the threaded rod;
所述移动架上安装有通过电机一带动旋转的收缩箱,液压升降柱二安装在收缩箱内,所述液压升降柱二上安装有钻头,所述钻头与液压升降柱二的交汇处套有螺母连接头,收缩箱内设有带动液压升降柱二旋转的动力机构;The movable frame is installed with a shrink box driven by the first motor, the second hydraulic lifting column is installed in the shrink box, the second hydraulic lifting column is installed with a drill bit, and the intersection of the drill bit and the second hydraulic lifting column is sleeved Nut connector, the shrink box is provided with a power mechanism to drive the second rotation of the hydraulic lifting column;
所述收缩箱的侧边安装有T型架,所述T型架上安装有架框,所述架框上安装有通过电机二带动旋转的螺杆箱,所述螺杆箱上安装弹簧盖,所述螺杆箱的一侧设有出杆槽口,所述出杆槽口的上方安装有套住螺杆箱内螺杆的套杆,所述套杆顶部安装有供螺母连接头插入带动套杆旋转的螺母连接头插槽,所述套杆的两侧安装有平衡弹簧柱。A T-shaped frame is installed on the side of the shrinkable box, a frame is installed on the T-frame, a screw box driven by the second motor is installed on the frame, and a spring cover is installed on the screw box. One side of the screw box is provided with a rod outlet slot, a sleeve rod that covers the screw in the screw box is installed above the rod outlet slot, and a sleeve rod is installed on the top of the sleeve rod for the nut connector to be inserted to drive the sleeve rod to rotate. The socket of the nut is connected to the head, and the balance spring columns are installed on both sides of the sleeve rod.
优先地,所述螺杆箱内安装有推块,弹簧杆顶住推块使其向前运动推动螺杆箱内的螺杆前进。Preferably, a push block is installed in the screw box, and the spring rod pushes the push block to move forward to push the screw in the screw box to advance.
优先地,所述螺杆箱的另一侧安装有注浆机构,所述注浆机构包括安装在螺杆箱上面的固定柱,所述固定柱上安装有转盘,所述固定柱内设有电机三带动转盘旋转,所述转盘上安装有吹气升降柱和注浆升降柱;所述吹气升降柱和注浆升降柱的底部分别安装有注浆头和吹气头;注浆头和吹气头分别与外部的注浆管和供气管连接。Preferably, a grouting mechanism is installed on the other side of the screw box, and the grouting mechanism includes a fixed column installed on the screw box, a turntable is installed on the fixed column, and a motor three is installed in the fixed column. The turntable is driven to rotate, and the air blowing lifting column and the grouting lifting column are installed on the turntable; The heads are respectively connected with external grouting pipes and gas supply pipes.
基于上述装置,桥梁护栏钻孔植筋施工方法,其特征在于,包括以下步骤:Based on the above device, the construction method for drilling and planting reinforcing bars for bridge guardrails is characterized in that, comprising the following steps:
1)将移动车挪到指定位置,通过液压平行升降柱启动将车体升起稳定;1) Move the mobile car to the designated position, and start the car body through the hydraulic parallel lifting column to stabilize the car body;
2)通过液压杆一带动导轨杆前后移动和液压升降车带动导轨杆上下移动将移动架调整到合适位置使钻头垂直于路基面;2) Drive the guide rail rod to move back and forth through the hydraulic rod, and the hydraulic lift truck drives the guide rail rod to move up and down to adjust the moving frame to a suitable position so that the drill bit is perpendicular to the subgrade surface;
3)通过收缩箱内的动力机构带动钻头旋转,同时液压升降柱二带动钻头下降开始对路基面的混凝土进行钻孔形成竖直孔槽;3) Drive the drill bit to rotate through the power mechanism in the shrink box, and at the same time the second hydraulic lifting column drives the drill bit to descend to start drilling the concrete on the subgrade surface to form vertical holes;
4)钻孔完成后,液压升降柱二带动钻头上升会到收缩箱内,之后电机二带动螺杆箱旋转90度使固定柱与原先的钻头位置重合;4) After the drilling is completed, the second hydraulic lifting column drives the drill bit to rise into the shrink box, and then the second motor drives the screw box to rotate 90 degrees to make the fixed column coincide with the original position of the drill bit;
5)通过电机三带动转盘旋转使将吹气升降柱对准竖直孔槽,吹气升降柱带动吹气头下降,此时外部高压气泵对吹气头进行供气将竖直孔槽内的沉渣吹除,之后电机三带动转盘再次旋转使注浆头对准竖直孔槽,通过外部的注浆管对注浆头输送胶水浆料进入竖直孔槽;5) The third motor drives the turntable to rotate so that the air blowing lifting column is aligned with the vertical hole groove, and the air blowing lifting column drives the air blowing head to descend. The slag is blown off, and then the motor three drives the turntable to rotate again so that the grouting head is aligned with the vertical hole groove, and the external grouting pipe conveys the glue slurry to the grouting head into the vertical hole groove;
6)电机二带动螺杆箱旋转180度使螺母连接头插槽到达先的钻头位置重合,此时液压升降柱二带动钻头下降进入套杆内,此时螺母连接头插入螺母连接头插槽内,螺母连接头在液压升降柱二和动力机构带动下旋转下降使套杆旋转下压从而带动螺杆箱内的螺杆下降旋转打入竖直孔槽内完成竖直植筋;6) The second motor drives the screw box to rotate 180 degrees so that the slot of the nut connector reaches the first position of the drill bit. At this time, the second hydraulic lifting column drives the drill bit to descend into the sleeve rod. At this time, the nut connector is inserted into the slot of the nut connector. The nut connector is driven by the second hydraulic lifting column and the power mechanism to rotate and descend, so that the sleeve rod rotates and presses down, thereby driving the screw in the screw box to descend and rotate and drive into the vertical hole groove to complete the vertical planting of bars;
7)不断重复步骤3)-6),通过液压杆一带动导轨杆前进完成竖直钻孔;7) Repeat steps 3)-6) continuously, and drive the guide rail rod forward through the hydraulic rod to complete the vertical drilling;
8)通过电机一带动收缩箱旋转90度,并通过电机带动螺纹杆旋转,同时液压升降车带动导轨杆上下移动调整合适位置使钻头与路基面平时,此时钻头对准路基面的侧边;8) Drive the shrink box to rotate 90 degrees through the first motor, and drive the threaded rod to rotate through the motor. At the same time, the hydraulic lift truck drives the guide rod to move up and down to adjust the appropriate position so that the drill bit is on the same level as the roadbed surface. At this time, the drill bit is aligned with the side of the roadbed surface;
9)再次重复步骤3)-6),通过液压杆一带动导轨杆前进完成路基面侧边的植筋,此时植筋作业完成;9) Repeat steps 3)-6) again, drive the guide rail rod forward through the hydraulic rod to complete the planting of the side of the roadbed surface, and the planting of the reinforcement is completed at this time;
10)安装护栏,将螺帽人工旋入螺杆上完成护栏的安装,施工完成。10) Install the guardrail, manually screw the nut into the screw to complete the installation of the guardrail, and the construction is completed.
本发明的有益效果:本发明动化程度高,自动钻孔,自动清孔,自动植筋供后方护栏安装,速度快,施工快速,适合推广使用。The beneficial effects of the invention are as follows: the invention has a high degree of mobilization, automatic drilling, automatic hole cleaning, automatic rebar planting for rear guardrail installation, high speed and rapid construction, and is suitable for popularization and use.
附图说明Description of drawings
图1为本发明桥梁护栏钻孔植筋结构施工时示意图;Fig. 1 is the schematic diagram during construction of the bridge guardrail drilling and planting reinforcement structure of the present invention;
图2为桥梁护栏钻孔植筋结构的结构示意图;Fig. 2 is the structural schematic diagram of the bridge guardrail drilling and planting reinforcement structure;
图3为导轨杆的结构示意图;Figure 3 is a schematic structural diagram of a guide rail;
图4为移动架上的部件的结构示意图;Fig. 4 is the structural representation of the components on the moving frame;
图5为图4的另一个视图方向的示意图。FIG. 5 is a schematic view in another view direction of FIG. 4 .
具体实施方式Detailed ways
如图所示,桥梁护栏钻孔植筋结构,包括移动车200,所述移动车200包括车体201,车体201的四角安装有液压平行升降柱202;车体201的后侧安装有通过液压杆一带动在导轨杆211上面来回移动的液压升降车208,导轨杆210安装在所述液压升降车208,所述导轨杆210内安装有电机209带动旋转的螺纹杆212,移动架203安装在所述螺纹杆212上。导轨杆210可以通过液压杆一做前后移动,也可以通过液压升降车208带动做上下升降移动来调节移动架203的方位。移动车200的四角还安装有警示灯用来夜间施工进行警示。As shown in the figure, the bridge guardrail drilling and planting reinforcement structure includes a mobile car 200. The mobile car 200 includes a car body 201. The four corners of the car body 201 are installed with hydraulic parallel lifting columns 202; The hydraulic rod drives the hydraulic lift truck 208 that moves back and forth on the rail rod 211. The rail rod 210 is installed on the hydraulic lift truck 208. The rail rod 210 is installed with a threaded rod 212 driven by the motor 209 to rotate, and the moving frame 203 is installed on the threaded rod 212 . The guide rail rod 210 can be moved back and forth by the hydraulic rod, or can be moved up and down by the hydraulic lift truck 208 to adjust the orientation of the moving frame 203 . Four corners of the mobile vehicle 200 are also provided with warning lights for warning during nighttime construction.
移动架203上安装有通过电机一213带动旋转的收缩箱204,液压升降柱二205安装在收缩箱204内,所述液压升降柱二205上安装有钻头207,所述钻头207与液压升降柱二205的交汇处套有螺母连接头240,收缩箱204内设有带动液压升降柱二205旋转的动力机构。The moving frame 203 is installed with a shrink box 204 driven to rotate by a motor 1 213, a hydraulic lifting column 205 is installed in the shrink box 204, and a drill bit 207 is installed on the hydraulic lifting column 2 205. The drill bit 207 is connected to the hydraulic lifting column. The intersection of the second 205 is covered with a nut connector 240, and the shrink box 204 is provided with a power mechanism for driving the second 205 of the hydraulic lifting column to rotate.
收缩箱204的侧边安装有T型架216,所述T型架216上安装有架框221,所述架框221上安装有通过电机二220带动旋转的螺杆箱2079,所述螺杆箱2079上安装弹簧盖2072,所述螺杆箱2079的一侧设有出杆槽口2075,所述出杆槽口2075的上方安装有套住螺杆箱2079内螺杆的套杆2077,所述套杆2077顶部安装有供螺母连接头240插入带动套杆2077旋转的螺母连接头插槽2078,所述套杆2077的两侧安装有平衡弹簧柱2076。收缩箱204和T型架216两者可通过电机一213带动旋转90度,使整个施工设备选择90度对路基侧边进行侧边路基面侧边301进行植筋。A T-shaped frame 216 is installed on the side of the shrink box 204. A frame 221 is installed on the T-frame 216. The frame 221 is installed with a screw box 2079 driven by the second motor 220 to rotate. A spring cover 2072 is installed on the upper part of the screw box 2079 , a rod outlet notch 2075 is provided on one side of the screw box 2079 , and a sleeve rod 2077 is installed above the rod outlet slot 2075 to cover the inner screw of the screw box 2079 , and the sleeve rod 2077 A nut connector slot 2078 is installed on the top for inserting the nut connector 240 to drive the sleeve rod 2077 to rotate. Balance spring columns 2076 are installed on both sides of the sleeve rod 2077 . Both the shrink box 204 and the T-frame 216 can be driven by the motor 1 213 to rotate 90 degrees, so that the entire construction equipment can choose 90 degrees to plant bars on the side 301 of the subgrade surface.
螺杆箱2079内安装有推块2074,弹簧杆2073顶住推块2074使其向前运动推动螺杆箱内的螺杆前进。在施工之前,螺杆式均布排列在螺杆箱2079内的,当一根螺杆被打下去之后,后一根螺杆便被推块2074自动推到最前面,该原理和订书机供针原理相同,在此不再赘述。在植筋过程中,螺母连接头插槽2078通过螺母连接头240卡入内部从而带动套杆2077旋转,而套杆的末端是卡住螺杆的,因此,当螺母连接头240旋转时,螺杆便被打出进入植筋孔内。由于套杆2077两边是有平衡弹簧柱2076,因此当套杆2077顶出螺杆成功后可以自动回弹。A push block 2074 is installed in the screw box 2079, and the spring rod 2073 resists the push block 2074 to move forward to push the screw in the screw box to advance. Before construction, the screws are evenly arranged in the screw box 2079. When one screw is knocked down, the latter screw is automatically pushed to the front by the push block 2074. This principle is the same as the needle supply principle of the stapler. , and will not be repeated here. During the rebar planting process, the nut connector slot 2078 is snapped into the interior by the nut connector 240 to drive the sleeve rod 2077 to rotate, and the end of the sleeve rod is stuck to the screw rod. Therefore, when the nut connector head 240 rotates, the screw rod is Punched out into the rebar hole. Since there are balance spring columns 2076 on both sides of the sleeve rod 2077, the sleeve rod 2077 can automatically rebound after the screw rod is successfully ejected.
螺杆箱2079的另一侧安装有注浆机构215,所述注浆机构215包括安装在螺杆箱2079上面的固定柱2151,所述固定柱2151上安装有转盘2153,所述固定柱2151内设有电机三带动转盘2153旋转,所述转盘2153上安装有吹气升降柱2155和注浆升降柱2154;所述吹气升降柱2155和注浆升降柱2154的底部分别安装有注浆头2157和吹气头2158;注浆头2157和吹气头2158分别与外部的注浆管和供气管连接。A grouting mechanism 215 is installed on the other side of the screw box 2079. The grouting mechanism 215 includes a fixed column 2151 installed on the screw box 2079. A turntable 2153 is installed on the fixed column 2151. There are three motors to drive the turntable 2153 to rotate. The turntable 2153 is equipped with an air blowing lifting column 2155 and a grouting lifting column 2154; The air blowing head 2158; the grouting head 2157 and the air blowing head 2158 are respectively connected with the external grouting pipe and the air supply pipe.
基于上述装置,桥梁护栏钻孔植筋施工方法,包括以下步骤:Based on the above device, the construction method of the bridge guardrail drilling and planting reinforcement includes the following steps:
1)将移动车200挪到指定位置,通过液压平行升降柱202启动将车体201升起稳定;1) Move the moving vehicle 200 to a designated position, and start the vehicle body 201 through the hydraulic parallel lifting column 202 to stabilize it;
2)通过液压杆一带动导轨杆210前后移动和液压升降车208带动导轨杆210上下移动将移动架203调整到合适位置使钻头207垂直于路基面;2) Drive the guide rail rod 210 to move back and forth through the hydraulic rod 1 and the hydraulic lift truck 208 to drive the guide rail rod 210 to move up and down to adjust the moving frame 203 to a suitable position so that the drill bit 207 is perpendicular to the roadbed surface;
3)通过收缩箱204内的动力机构带动钻头207旋转,同时液压升降柱二205带动钻头207下降开始对路基面的混凝土进行钻孔形成竖直孔槽;3) Drive the drill bit 207 to rotate through the power mechanism in the shrink box 204, while the second hydraulic lifting column 205 drives the drill bit 207 to descend to start drilling the concrete on the roadbed surface to form vertical holes;
4)钻孔完成后,液压升降柱二205带动钻头207上升会到收缩箱204内,之后电机二220带动螺杆箱2079旋转90度使固定柱2151与原先的钻头207位置重合;4) After the drilling is completed, the second hydraulic lifting column 205 drives the drill bit 207 to rise into the shrink box 204, and then the second motor 220 drives the screw box 2079 to rotate 90 degrees so that the fixed column 2151 coincides with the original position of the drill bit 207;
5)通过电机三带动转盘2153旋转使将吹气升降柱2155对准竖直孔槽,吹气升降柱2155带动吹气头2158下降,此时外部高压气泵对吹气头2158进行供气将竖直孔槽内的沉渣吹除,之后电机三带动转盘2153再次旋转使注浆头2157对准竖直孔槽,通过外部的注浆管对注浆头2157输送胶水浆料进入竖直孔槽;5) The third motor drives the turntable 2153 to rotate so that the air blowing lifting column 2155 is aligned with the vertical holes, and the air blowing lifting column 2155 drives the air blowing head 2158 to descend. The sediment in the straight hole groove is blown off, and then the motor three drives the turntable 2153 to rotate again to make the grouting head 2157 align with the vertical hole groove, and the external grouting pipe conveys the glue slurry to the grouting head 2157 into the vertical hole groove;
6)电机二220带动螺杆箱2079旋转180度使螺母连接头插槽2078到达先的钻头207位置重合,此时液压升降柱二205带动钻头207下降进入套杆2077内,此时螺母连接头240插入螺母连接头插槽2078内,螺母连接头240在液压升降柱二205和动力机构带动下旋转下降使套杆2077旋转下压从而带动螺杆箱2079内的螺杆下降旋转打入竖直孔槽内完成竖直植筋;6) The second motor 220 drives the screw box 2079 to rotate 180 degrees so that the nut connector slot 2078 reaches the position of the first drill bit 207 and overlaps. At this time, the second hydraulic lifting column 205 drives the drill bit 207 to descend into the sleeve rod 2077. At this time, the nut connector 240 Inserted into the nut connector slot 2078, the nut connector 240 is driven by the hydraulic lifting column 205 and the power mechanism to rotate and descend, so that the sleeve rod 2077 rotates and presses down, thereby driving the screw in the screw box 2079 to descend and rotate and drive into the vertical hole groove Complete vertical planting;
7)不断重复步骤3)-6),通过液压杆一带动导轨杆210前进完成竖直钻孔;7) Repeat steps 3)-6) continuously, and drive the guide rail rod 210 to advance through the hydraulic rod to complete the vertical drilling;
8)通过电机一213带动收缩箱204旋转90度,并通过电机209带动螺纹杆212旋转,同时液压升降车208带动导轨杆210上下移动调整合适位置使钻头207与路基面平时,此时钻头207对准路基面的侧边;8) Drive the shrink box 204 to rotate 90 degrees through the motor 1 213, and drive the threaded rod 212 to rotate through the motor 209. At the same time, the hydraulic lift truck 208 drives the guide rail rod 210 to move up and down to adjust the proper position so that the drill bit 207 is at the same level as the roadbed surface. At this time, the drill bit 207 Align the side of the subgrade surface;
9)再次重复步骤3)-6),通过液压杆一带动导轨杆210前进完成路基面侧边301的植筋,此时植筋作业完成;9) Repeat steps 3)-6) again, drive the guide rail rod 210 to advance through the hydraulic rod to complete the planting of the side edge 301 of the subgrade surface, and the planting of the reinforcement is completed at this time;
10)安装护栏100,将螺帽人工旋入螺杆上完成护栏的安装,施工完成。10) Install the guardrail 100, manually screw the nut into the screw to complete the installation of the guardrail, and the construction is completed.
除上述实施例外,本发明还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本发明要求的保护范围。In addition to the above-described embodiments, the present invention may also have other embodiments. All technical solutions formed by equivalent replacement or equivalent transformation fall within the protection scope of the present invention.
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| CN108086663B (en) * | 2018-02-05 | 2023-05-23 | 大荣建设集团有限公司 | Support for drilling holes and planting ribs on top of indoor building and side face of wall column and construction method of support |
| CN108677761B (en) * | 2018-06-13 | 2020-01-07 | 广州市维众建筑工程有限公司 | A kind of bridge pier planting reinforcement reinforcement equipment and reinforcement construction technology |
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| CN111962405A (en) * | 2020-07-07 | 2020-11-20 | 中铁六局集团太原铁路建设有限公司 | Existing railway pier self-climbing operation platform without support or suspension |
| CN112832160B (en) * | 2021-01-29 | 2022-06-03 | 山西省交通规划勘察设计院有限公司 | Highway guardrail bar planting device |
| CN112854808B (en) * | 2021-02-05 | 2022-06-28 | 李凌哲 | Architectural design engineering is with consolidating construction device |
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