CN210637087U - Inner and outer mould trolley lining system for open-cut underground canal - Google Patents
Inner and outer mould trolley lining system for open-cut underground canal Download PDFInfo
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- CN210637087U CN210637087U CN201921592020.7U CN201921592020U CN210637087U CN 210637087 U CN210637087 U CN 210637087U CN 201921592020 U CN201921592020 U CN 201921592020U CN 210637087 U CN210637087 U CN 210637087U
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Abstract
An inner and outer mould trolley lining system for open cut underdrains comprises an inner mould trolley and an outer mould trolley; the internal mold trolley comprises an internal frame, an internal mold plate assembly, an internal walking mechanism, an internal lifting mechanism and an internal mold plate overturning assembly; the outer mold trolley comprises an outer frame, an outer mold plate assembly, an outer walking mechanism, an outer lifting mechanism and an outer mold plate overturning assembly; the inner frame is arranged on the inner side of the inner formwork component and is used for supporting the inner supporting formwork component; the outer template component is arranged outside the inner template trolley, the inner template trolley is covered in the outer template component, and a pouring opening is formed in the outer template component. The trolley lining system can conveniently and quickly line the inner and outer molds of the large-section covered channel, ensure the flatness of the inner and outer molds of the covered channel, facilitate grouting and building the covered channel, and enable the inner and outer templates to be built quickly and conveniently to be disassembled.
Description
Technical Field
The utility model relates to a dig underdrain construction field deeply, refer in particular to an inside and outside mould platform truck lining system for open cut underdrain.
Background
The underground canal is a main structure for urban underground drainage, and the existing construction method of the underground canal comprises an underground excavation method and an open excavation method; the underground excavation method is that the ground is not excavated, and a hole is excavated underground; the underground excavation method has high construction difficulty, high engineering cost and poor safety in the construction process. The open cut method is a construction mode of digging the ground, digging out a foundation pit, then building an underdrain in the foundation pit, then filling soil back into the foundation pit and burying the underdrain, and the mode is generally used for shallow burying the underdrain. The open cut method has the advantages of multiple construction operation surfaces, high speed, short construction period, easy guarantee of the engineering quality, low engineering cost and the like.
In an airport or the like, the underdrain is required to be buried deep and have a large water discharge amount; considering the difficulty degree of construction, the open excavation mode is adopted to construct the underdrain, a deeper foundation pit is excavated firstly, and then the underdrain is constructed at the bottom of the foundation pit; because the existing underdrain is buried shallowly, the water discharge is small, and the cross section size of the underdrain is small, the existing underdrain generally pours the underdrain into a concrete pipe in advance through a mould, and then places the concrete pipe poured in advance to the bottom of a foundation pit to be buried. In the airport and other projects, because the underdrain requires large drainage, the size of the cross section of the underdrain is also large, and a concrete pipe cannot be directly poured by using a mould in advance, but the underdrain can be directly built at the bottom of a foundation pit. The large cross-sectional size of the underdrain makes the underdrain difficult to construct. Meanwhile, in the existing underdrain structure, the cross sections of the outer contour and the inner contour are rectangular; the underdrain structure disclosed in CN201120181671.4 has a square outer contour and a square cross-sectional shape of the drain channel. When the underdrain structure is buried underground deeply, problems occur in that the underdrain structure is not well stressed due to the square cross-sectional shape of the outer contour and the inner contour of the underdrain, a large amount of soil is pressed on the top of the underdrain, and the top of the underdrain bears large pressure due to deep burying, so that the top of the underdrain is easily collapsed, and the service life of the whole underdrain is shortened. To solve this problem, the underdrain roof is configured in an inverted U-shape to distribute the forces applied to the roof.
Because the top of the underdrain is arched, the cross sections of the inner contour and the outer contour of the top of the underdrain are both arc-shaped, so that the construction on site is more difficult and the grouting is inconvenient, and particularly, when the inner and outer molds of the underdrain are lined, the flatness of the inner and outer molds of the underdrain is difficult to ensure. Meanwhile, the inner and outer templates are lined by building the inner template and the outer template in the conventional construction mode, but the templates are difficult to build, the templates are required to be built again once each section of construction is built, and the templates are also very difficult to disassemble.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: to the problem that exists, provide an inside and outside mould platform truck lining cutting system for open cut closed drain, this platform truck lining cutting system can make things convenient for quick inside and outside mould of lining cutting large cross section closed drain, guarantees the level and smooth of inside and outside mould of closed drain, and makes things convenient for the slip casting to build the closed drain, and inside and outside template is built rapidly, convenient dismantlement.
The utility model adopts the technical scheme as follows:
an inner and outer mould trolley lining system for open cut underdrains comprises an inner mould trolley and an outer mould trolley; the internal mold trolley comprises an internal frame, an internal mold plate assembly, an internal walking mechanism, an internal lifting mechanism and an internal mold plate overturning assembly; the inner template assembly comprises an arc-shaped inner top template and inner edge templates arranged on two sides, and the two inner edge templates are hinged to two ends of the inner top template; the inner side template comprises an inner side template vertical section and an inner side template circular arc section, the upper end of the inner side template vertical section is connected with the lower end of the inner side template circular arc section, and the upper end of the inner side template circular arc section is hinged with the inner top template; the inner frame is arranged on the inner side of the inner formwork component and is used for supporting the inner supporting formwork component; the inner template overturning assembly is arranged between the inner frame and the inner edge template and is used for driving the inner edge template to rotate around a hinge joint of the inner edge template and the inner top template; the upper end of the inner lifting mechanism is connected to the bottom of the frame, and the lower end of the inner lifting mechanism is provided with an inner walking mechanism; the inner lifting mechanism is used for driving the inner frame to vertically lift, and the inner walking mechanism is used for driving the inner moving frame to move;
the outer mold trolley comprises an outer frame, an outer mold plate assembly, an outer walking mechanism, an outer lifting mechanism and an outer mold plate overturning assembly; the outer die plate assembly is arranged outside the inner die trolley, and the inner die trolley is covered in the outer die plate assembly; the outer template assembly comprises an arc-shaped outer top template and outer side templates arranged on two sides, and the two outer side templates are hinged to two ends of the outer top template; the outer template comprises an outer template vertical section and an outer template circular arc section, the upper end of the outer template vertical section is connected with the lower end of the outer template circular arc section, and the upper end of the outer template circular arc section is hinged with the outer top template; the outer top template and the two outer side templates are respectively provided with a plurality of pouring openings; the outer frame is arranged on the outer side of the outer die plate component and covers the outer die plate component in the outer frame, and the outer frame is used for supporting the outer die plate component; the outer template overturning assembly is arranged between the outer frame and the outer template and used for driving the outer template to rotate around a hinge joint of the outer template and the outer top template; the upper end of the outer lifting mechanism is connected to the bottom of the outer frame, and the lower end of the outer lifting mechanism is provided with an outer travelling mechanism; the outer lifting mechanism is used for driving the outer frame to vertically lift, and the outer walking mechanism is used for driving the outer frame to move.
Due to the structure, when the underdrain is lined, the inner mold trolley is arranged in the underdrain, the outer mold trolley is arranged outside the underdrain in a spanning mode, during construction, the inner vehicle frame moves to a construction position through the inner moving mechanism, then the inner lifting mechanism ascends to move the inner top template to the inner top of the underdrain, then the inner template overturning assembly enables the inner edge template to overturn towards the outer side direction of the inner top template, the inner edge template moves to the inner side wall of the underdrain, and the shape of the inner template assembly is matched with the shape of the inner outline of the underdrain; meanwhile, during construction, the outer frame is moved to a construction position through the outer moving mechanism, then the outer lifting mechanism is lowered, the outer top template is moved to the outer top of the underdrain, then the outer template overturning assembly enables the inner and outer side templates to overturn towards the inner side direction of the outer top template, the outer side template is moved to the outer side wall of the underdrain, and the shape of the outer template assembly is matched with the shape of the inner contour of the underdrain; at the moment, the inner template assembly and the outer template assembly are matched with each other, so that a pouring cavity is formed in the space between the inner template assembly and the outer template assembly, concrete slurry is poured into the pouring cavity through a pouring port in the outer template assembly, and then the construction of the underdrain is completed. After the lining is finished, the inner template and the outer template are retracted by the inner template overturning assembly and the outer template overturning assembly, then the inner lifting mechanism descends, and the outer lifting mechanism ascends, so that the inner top template and the outer top template are retracted. Then the inner mold trolley and the outer mold trolley can be moved to the next station for construction. And simultaneously, the utility model discloses an inside and outside template all includes vertical section and circular arc section, then when lining cutting U-shaped section, the transition department of the vertical face of lining cutting U-shaped section and arcwall face that inside and outside template can be better, and current side template is the transition department of the vertical face of lining cutting U-shaped section and arcwall face that has no way of being fine. And the manual work of current template is built, and installation, dismantlement, transport difficulty, and the utility model discloses an inside and outside mould platform truck can make things convenient for the installation, the dismantlement, the transport of template, has improved the efficiency of construction, makes things convenient for the inside and outside mould lining cutting of blind ditch, and inside and outside mould surfacing.
Further, the inner template overturning assembly comprises a plurality of inner overturning oil cylinders, one ends of the inner overturning oil cylinders are hinged to the inner frame, the other ends of the inner overturning oil cylinders are hinged to the inner side of the inner template, and when the inner overturning oil cylinders stretch, the inner template is driven to rotate around the hinged point of the inner template and the inner top template;
the outer template overturning assembly comprises a plurality of outer overturning oil cylinders, one ends of the outer overturning oil cylinders are hinged to the outer frame, the other ends of the outer overturning oil cylinders are hinged to the outer side of the outer template, and when the outer overturning oil cylinders stretch out and draw back, the outer template is driven to rotate around the hinged joint of the outer template and the outer top template.
Due to the structure, the inner and outer templates can be conveniently mounted and dismounted, and the fixed die and the demoulding are convenient.
Further, an inner top template support is arranged on the inner side of the inner top template, the inner top template is fixedly installed on the inner top template support, the inner top template support is arranged on the top of the inner frame through an inner horizontal moving mechanism, and the inner horizontal moving mechanism is used for driving the inner top template support to horizontally move in the width direction of the inner frame.
Due to the structure, when the inner water moving mechanism moves in the width direction of the inner frame, the inner top template can be further adjusted to be aligned with the top of the underdrain, the correct installation position of the inner top template is ensured, and the whole inner template assembly can be more flexibly finely adjusted due to the existence of the inner horizontal moving mechanism.
Further, the inner horizontal translation mechanism comprises an inner horizontal translation oil cylinder and a sliding block; the lower end of the sliding block is arranged at the top of the inner frame in a sliding manner, and the inner top template support is fixedly arranged on the sliding block; one end of the inner translation oil cylinder is arranged at the top of the inner frame, and the other end of the inner translation oil cylinder is arranged on the sliding block; when the inner translation oil cylinder stretches, the sliding block is driven to slide on the top of the inner frame along the width direction of the inner frame.
Further, an outer top template bracket is arranged on the outer side of the outer top template, the outer top template is fixedly installed below the outer top template bracket, the outer top template bracket is arranged on the top of the outer frame through an outer horizontal moving mechanism, and the outer horizontal moving mechanism is used for driving the outer top template bracket to horizontally move in the width direction of the outer frame.
Due to the structure, when the outer water moving mechanism moves in the width direction of the outer frame, the outer top template can be further adjusted to be aligned with the top of the underdrain, the correct installation position of the outer top template is ensured, and the whole outer template assembly can be more flexibly finely adjusted due to the existence of the outer horizontal moving mechanism.
Further, the outer horizontal movement mechanism comprises an outer horizontal movement oil cylinder, an outer horizontal movement trolley and an outer horizontal movement track; the outer translation rail is arranged at the top of the outer frame along the width direction of the outer frame, the outer translation trolley is arranged on the outer translation rail in a sliding manner, one end of the outer translation oil cylinder is arranged at the top of the outer frame, and the other end of the outer translation oil cylinder is arranged on the outer translation trolley; the outer top template bracket is arranged on the outer translation trolley through a bracket connecting rod, the lower end of the bracket connecting rod is connected above the outer top template bracket, and the upper end of the bracket connecting rod is connected on the outer translation trolley; when the outer translation oil cylinder stretches, the outer translation trolley is driven to slide along the width direction of the outer frame at the top of the outer frame.
Furthermore, the bracket connecting rod is telescopic, the bracket connecting rod is a bracket lifting oil cylinder, the lower end of the bracket lifting oil cylinder is connected with the upper part of the outer top template bracket, and the upper end of the bracket lifting oil cylinder is connected with the outer translation trolley.
Due to the structure, the position of the outer top template can be further finely adjusted, and the adjustment flexibility is improved.
Further, the inner lifting mechanism comprises an inner lifting oil cylinder, the upper end of the inner lifting oil cylinder is arranged at the bottom of the inner frame, and the lower end of the inner lifting oil cylinder is provided with an inner walking mechanism;
the outer lifting mechanism comprises an outer lifting oil cylinder, the upper end of the outer lifting oil cylinder is arranged at the bottom of the outer frame, and the lower end of the outer lifting oil cylinder is provided with an outer walking mechanism.
Due to the structure, the inner and outer lifting mechanisms are arranged at the bottom and can drive the whole inner and outer frames to lift, so as to drive the inner and outer top templates to lift. The mould fixing and demoulding are convenient; meanwhile, the outer mold trolley is matched with the connecting rod of the towing bracket, so that quick coarse adjustment and fine adjustment can be realized.
Further, the inner walking mechanism comprises an inner rail, an inner wheel frame, an inner walking wheel, an inner driving motor and an inner rail clamping device; the inner track is laid at the bottom of the closed conduit; the inner wheel frame is fixedly arranged at the bottom of the inner lifting mechanism, and the inner travelling wheels are arranged on the inner wheel frame and are arranged on the inner track in a matching way; the inner driving motor is arranged on the inner wheel frame and is used for driving the inner travelling wheel to rotate; the inner rail clamping device is arranged on the inner wheel frame and used for clamping or loosening the inner rail;
the outer traveling mechanism comprises an outer rail, an outer wheel frame, an outer traveling wheel, an outer driving motor and an outer rail clamping device; the outer rail is laid at the bottom of the foundation pit; the outer wheel frame is fixedly arranged at the bottom of the outer lifting mechanism, and the outer travelling wheels are arranged on the outer wheel frame and are arranged on the outer track in a matching manner; the outer driving motor is arranged on the outer wheel frame and used for driving the outer travelling wheel to rotate; the outer rail clamping device is arranged on the outer wheel frame and used for clamping or loosening the outer rail.
Furthermore, the inner frame comprises a plurality of inner portal structures and a plurality of inner longitudinal beams extending along the length direction of the underdrain, the inner portal structures comprise left and right inner upright columns and inner top cross beams, and the inner top cross beams are arranged at the tops of the left and right inner upright columns; the inner longitudinal beams connect a plurality of inner portal structures into a whole; the inner horizontal moving mechanism is arranged at the top of the inner top cross beam; the inner lifting mechanism is arranged at the bottom of the left inner upright post and the right inner upright post;
inner manned construction platforms are arranged on the left side and the right side of the outer frame; the bottom of the inner frame is also provided with a plurality of inner support jacks;
the outer frame comprises a plurality of outer portal structures and a plurality of outer longitudinal beams extending along the length direction of the underdrain, the outer portal structures comprise left and right outer upright posts and outer top cross beams, and the outer top cross beams are arranged at the tops of the left and right outer upright posts; the outer longitudinal beams connect a plurality of outer portal structures into a whole; the outer horizontal moving mechanism is arranged at the top of the outer top cross beam; the outer lifting mechanisms are arranged at the bottoms of the left outer stand column and the right outer stand column; the lower parts of the left and right outer upright columns are respectively provided with a trolley lacing wire, one end of the trolley lacing wire is connected with the left and right outer upright columns, and the other end of the trolley lacing wire is embedded in the left and right side walls of the closed channel; the left side and the right side of the outer frame are provided with outer manned construction platforms; the bottom of the outer frame is also provided with a plurality of outer supporting jacks.
Due to the structure, the inner manned construction platform and the outer manned construction platform are convenient for construction personnel to stand on the trolley to check whether the trolley template is installed in place or not, and check construction quality and the like. Meanwhile, during operation, the jack is supported on the bottom surface to adapt to uneven ground, so that the stability of the whole frame is further guaranteed, and the working reliability is guaranteed.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
the utility model discloses a platform truck lining cutting system can make things convenient for quick lining cutting large cross section underdrain inside and outside mould, guarantees the level and smooth of underdrain inside and outside mould, and makes things convenient for the slip casting to build the underdrain, and inside and outside template is built rapidly, convenient dismantlement. And the installation, the disassembly and the transportation of the template can be facilitated, the problem of difficulty in lining the large-section inverted U-shaped underdrain is solved, and meanwhile, the construction efficiency of the whole underdrain is improved.
Drawings
FIG. 1 is an overall structure of the present invention;
FIG. 2 is a front view of the inner mold trolley;
FIG. 3 is a side view of the inner mold trolley;
FIG. 4 is a structural view of the inner traveling mechanism
FIG. 5 is a front view of the outer mold trolley;
FIG. 6 is a structural view of an outer horizontal movement mechanism;
FIG. 7 is a side view of the outer mold trolley;
FIG. 8 is a block diagram of the outer travel mechanism;
FIG. 9 is a structural view of the trolley of the present invention after the tie bars are broken;
FIG. 10 is a structural view of the trolley tie bar of the present invention during connection;
FIGS. 11 and 12 are schematic views of the process of method one;
FIGS. 13 and 14 are schematic views of the construction process of method two;
fig. 15 and 16 are schematic views of the construction process of method three.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The utility model discloses an inner and outer mould trolley lining system for open cut underdrain, which comprises an inner mould trolley 100 and an outer mould trolley 200;
the internal mold trolley 100 comprises an internal frame, an internal mold plate assembly, an internal walking mechanism 107, an internal lifting mechanism 108 and an internal mold plate overturning assembly; the inner formwork assembly comprises an arc-shaped inner top formwork 101 and inner side formworks 104 arranged on two sides, and the two inner side formworks 104 are hinged to two ends of the inner top formwork 101; the inner edge template 104 comprises a vertical section of the inner edge template 104 and an arc section of the inner edge template 104, the upper end of the vertical section of the inner edge template 104 is connected with the lower end of the arc section of the inner edge template 104, and the upper end of the arc section of the inner edge template 104 is hinged with the inner top template 101; the inner frame is arranged on the inner side of the inner formwork component and is used for supporting the inner supporting formwork component; the inner template overturning assembly is arranged between the inner frame and the inner edge template 104 and is used for driving the inner edge template 104 to rotate around a hinge point of the inner edge template 104 and the inner top template 101; the upper end of the inner lifting mechanism 108 is connected to the bottom of the frame, and the lower end of the inner lifting mechanism 108 is provided with an inner walking mechanism 107; the inner lifting mechanism 108 is used for driving the inner frame to vertically lift, and the inner walking mechanism 107 is used for driving the inner moving frame to move;
the external mold trolley 200 comprises an external frame, an external mold plate component, an external walking mechanism 207, an external lifting mechanism 208 and an external mold plate overturning component; the outer formwork assembly is arranged outside the inner formwork trolley, and the inner formwork trolley 100 is covered in the outer formwork assembly; the outer formwork assembly comprises an arc-shaped outer top formwork 2012 and outer side formworks 204 arranged on two sides, and the two outer side formworks 204 are hinged to two ends of the outer top formwork 2012; the outer template 204 comprises an outer template 204 vertical section and an outer template 204 arc section, the upper end of the outer template 204 vertical section is connected with the lower end of the outer template 204 arc section, and the upper end of the outer template 204 arc section is hinged with the outer top template 2012; the outer top formwork 2012 and the two outer side formworks 204 are both provided with a plurality of pouring openings 2013; the outer frame is arranged on the outer side of the outer die plate component and covers the outer die plate component in the outer frame, and the outer frame is used for supporting the outer die plate component; the outer template overturning assembly is arranged between the outer frame and the outer template 204 and used for driving the outer template 204 to rotate around a hinge point of the outer template 204 and the outer top template 2012; the upper end of the outer lifting mechanism 208 is connected with the bottom of the outer frame, and the lower end of the outer lifting mechanism 208 is provided with an outer walking mechanism 207; the outer lifting mechanism 208 is used for driving the outer frame to vertically lift, and the outer walking mechanism 207 is used for driving the outer frame to move.
The arc length of the inner top template 2012 and the arc length of the outer top template 2012 are greater than the arc length of the arc sections of the inner template 204 and the outer template 204; and/or the radius of the inner and outer top platen 2012 is greater than the radius of the arc segments of the inner and outer platen 204.
Further, the inner template turnover assembly comprises a plurality of inner turnover oil cylinders 106, one end of each inner turnover oil cylinder 106 is hinged to the inner frame, the other end of each inner turnover oil cylinder 106 is hinged to the inner side of the inner edge template 104, and when the inner turnover oil cylinders 106 stretch out and draw back, the inner edge templates 104 are driven to rotate around the hinged point of the inner edge templates 104 and the inner top templates 101; the outer template overturning assembly comprises a plurality of outer overturning oil cylinders 203, one end of each outer overturning oil cylinder 203 is hinged to the outer frame, the other end of each outer overturning oil cylinder 203 is hinged to the outer side of the outer template 204, and when the outer overturning oil cylinders 203 stretch, the outer templates 204 are driven to rotate around the hinged point of the outer templates 204 and the outer top templates 2012.
As shown in fig. 2, the left and right sides of the inner frame are provided with a plurality of inner turnover cylinders 106 from top to bottom, so that the left and right inner templates are supported by the inner turnover cylinders 106 from top to bottom. In this figure, the inner roll-over cylinders 106 are supported on the inner sides of the left and right inner edge forms 104;
as shown in fig. 5, the left and right sides of the outer frame are provided with a plurality of outer turning cylinders 203 from top to bottom, so that the left and right outer templates are supported by the outer turning cylinders 203 from top to bottom. In this figure, the outer tilt cylinder 203 is supported on the outside of the left and right outer die plates 204.
An inner top template support 1011 is arranged on the inner side of the inner top template 101, the inner top template 101 is fixedly installed on the inner top template support 1011, the inner top template support 1011 is arranged on the top of the inner frame through an inner horizontal moving mechanism, and the inner horizontal moving mechanism is used for driving the inner top template support 1011 to horizontally move in the width direction of the inner frame.
The inner horizontal translation mechanism comprises an inner horizontal translation oil cylinder 102 and a sliding block 103; the lower end of the sliding block 103 is arranged at the top of the inner frame in a sliding manner, and the inner top template bracket 1011 is fixedly arranged on the sliding block 103; one end of the inner translation oil cylinder 102 is arranged at the top of the inner frame, and the other end is arranged on the sliding block 103; when the inner translation oil cylinder 102 stretches, the sliding block 103 is driven to slide along the width direction of the inner frame at the top of the inner frame.
As shown in fig. 2, two inner translation cylinders 102 and two sliders 103 are symmetrically arranged at the top of the inner frame in the left-right direction, which can stably support the inner top template bracket 1011. The sliding block 103 may be disposed on the top of the inner frame through a sliding rail.
The outer side of the outer top template 2012 is provided with an outer top template bracket 2011, the outer top template 2012 is fixedly installed below the outer top template bracket 2011, the outer top template bracket 2011 is arranged at the top of the outer frame through an outer horizontal moving mechanism 201, and the outer horizontal moving mechanism 201 is used for driving the outer top template bracket 2011 to horizontally move in the width direction of the outer frame.
The outer horizontal moving mechanism 201 comprises an outer translation oil cylinder 20101, an outer translation trolley 20102 and an outer translation track 20103; the outer translation rail 20103 is arranged at the top of the outer frame along the width direction of the outer frame, the outer translation trolley 20102 is arranged on the outer translation rail 20103 in a sliding manner, one end of the outer translation oil cylinder 20101 is arranged at the top of the outer frame, and the other end of the outer translation oil cylinder 20101 is arranged on the outer translation trolley 20102; the outer top template bracket 2011 is arranged on the outer translation trolley 20102 through a bracket connecting rod 2010, the lower end of the bracket connecting rod 2010 is connected above the outer top template bracket 2011, and the upper end of the bracket connecting rod is connected on the outer translation trolley 20102; when the outer translation oil cylinder 20101 stretches, the outer translation trolley 20102 is driven to slide along the width direction of the outer frame at the top of the outer frame.
As shown in fig. 6, two outer translation oil cylinders 20101 and two outer translation trolleys 20102 are symmetrically arranged on the top of the outer frame in the left-right direction, and an outer jacking formwork bracket 2011 is connected with the two outer translation trolleys 20102 through two bracket connecting rods 2010 respectively, so that the outer jacking formwork 2012 can be stably lifted. During installation, the two bracket connecting rods 2010 are located on the sides of the outer trolley 20102 and the two bracket connecting rods 20101 are located on the sides of the outer top beam 202 and do not extend through the outer top beam 202.
The bracket connecting rod 2010 is telescopic, the bracket connecting rod 2010 is a bracket lifting oil cylinder, the lower end of the bracket lifting oil cylinder is connected with the upper part of an outer top template bracket 2011, and the upper end of the bracket lifting oil cylinder is connected with an outer translation trolley 20102.
The inner lifting mechanism 108 comprises an inner lifting oil cylinder, the upper end of the inner lifting oil cylinder is arranged at the bottom of the inner frame, and the lower end of the inner lifting oil cylinder is provided with an inner walking mechanism 107;
the outer lifting mechanism 208 comprises an outer lifting oil cylinder, the upper end of the outer lifting oil cylinder is arranged at the bottom of the outer frame, and the lower end of the outer lifting oil cylinder is provided with an outer walking mechanism 207.
The inner running mechanism 107 comprises an inner rail 1071, an inner wheel carrier 1073, an inner running wheel 1072, an inner driving motor 1074 and an inner rail clamping device 1075; the inner track 1071 is laid at the bottom of the underdrain; the inner wheel carrier 1073 is fixedly arranged at the bottom of the inner lifting mechanism 108, and the inner travelling wheel 1072 is arranged on the inner wheel carrier 1073 and is matched and arranged on the inner track 1071; the inner driving motor 1074 is arranged on the inner wheel carrier 1073 and used for driving the inner travelling wheel 1072 to rotate; the inner rail clamping device 1075 is arranged on the inner wheel carrier 1073 and used for clamping or loosening the inner rail 1071;
the outer traveling mechanism 207 includes an outer rail 2071, an outer wheel frame 2073, an outer traveling wheel 2072, an outer driving motor 2074 and an outer rail clamping device 2075; the outer rail 2071 is laid at the bottom of the foundation pit; the outer wheel frame 2073 is fixedly arranged at the bottom of the outer lifting mechanism 208, and the outer traveling wheel 2072 is arranged on the outer wheel frame 2073 and is arranged on the outer track 2071 in a matching way; the external driving motor 2074 is disposed on the external wheel carrier 2073, and is used for driving the external traveling wheel 2072 to rotate; the outer rail clamping device 2075 is disposed on the outer wheel frame 2073, and is used to clamp or loosen the outer rail 2071.
As shown in fig. 4 and 8, the inner and outer wheel frames 2073 are provided with two traveling wheels, one of which is a driving wheel and the other is a driven wheel, and the driving wheel is connected to the driving motor on the inner and outer wheel frames 2073 by a belt transmission or a chain transmission.
The inner frame comprises a plurality of inner portal structures and a plurality of inner longitudinal beams 1012 extending along the length direction of the underdrain, the inner portal structures comprise left and right inner upright posts 105 and inner top cross beams 1010, and the inner top cross beams 1010 are arranged at the tops of the left and right inner upright posts 105; the inner longitudinal beams 1012 connect a plurality of inner portal structures into a whole; the inner horizontal moving mechanism is arranged at the top of the inner top cross beam 1010; the inner lifting mechanism 108 is arranged at the bottom of the left inner upright post 105 and the right inner upright post 105;
inner manned construction platforms 109 are arranged on the left side and the right side of the outer frame; the bottom of the inner frame is also provided with a plurality of inner supporting jacks 1013;
the outer frame comprises a plurality of outer portal structures and a plurality of outer longitudinal beams 2014 extending along the length direction of the underdrain, the outer portal structures comprise left and right outer upright posts 205 and outer top cross beams 202, and the outer top cross beams 202 are arranged at the tops of the left and right outer upright posts 205; the outer longitudinal beams 2014 connect a plurality of outer portal structures into a whole; the outer horizontal moving mechanism 201 is arranged at the top of the outer top cross beam 202; the outer lifting mechanism 208 is arranged at the bottom of the left outer upright column 205 and the right outer upright column 205; the lower parts of the left and right outer upright columns 205 are respectively provided with a trolley lacing wire 206, one end of the trolley lacing wire 206 is connected with the left and right outer upright columns 205, and the other end is embedded into the left and right side walls of the closed channel;
since the section of the underdrain is large, the width of the gantry of the outer mold trolley 200 is large, and therefore, in order to ensure stability, the lower portions of the left and right outer columns 205 are connected with the lower portion of the underdrain, so that stability in the construction process is ensured. After the construction is completed, the trolley tie bars 206 fixed to the left and right outer columns 205 may be removed, that is, the trolley tie bars 206 extending out of the concrete layer are cut off, and the trolley tie bars 206 not extending out of the concrete layer are continuously retained in the concrete. The trolley lacing 206 is detachably mounted on the left and right outer columns 205.
In order to facilitate the removal of the trolley tie bar, the trolley tie bar may be configured as shown in fig. 9 to 10, and includes an embedded section 2061 and a tensioning section 2063, a limiting protrusion is disposed at an embedded end of the embedded section 2061, a protruding direction of the limiting protrusion is not parallel to a length direction of the embedded section 2061, the limiting protrusion is a U-shaped hook, a connecting end of the embedded section 2061 is detachably connected to a connecting end of the tensioning section 2063 through a connecting nut 2062, a clamping block is disposed at a tensioning end of the tensioning section 2063, the clamping block can move on the tensioning section 2063 along the length direction of the tensioning section 2063, the clamping block is an adjusting nut 2064, and an adjusting washer 2065 is further sleeved at the tensioning end of the tensioning section 2063.
The left side and the right side of the outer frame are provided with outer manned construction platforms 209; a plurality of outer supporting jacks 2015 are further arranged at the bottom of the outer frame.
When the underdrain length is longer, in order to improve the efficiency of construction of underdrain, the utility model also discloses a method is pour to following open-cut many cars of underdrain, and this method can improve the efficiency of construction of underdrain and reduce manufacturing, installation cost of transportation of equipment.
The method comprises the following steps:
the utility model discloses a multi-vehicle pouring method for open cut underdrain, which comprises a plurality of inner mold trolleys arranged in the underdrain and a plurality of outer mold trolleys arranged outside the underdrain in a spanning way, wherein the number of the inner mold trolleys is more than that of the outer mold trolleys; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
In this embodiment, the pouring method includes a first inner mold trolley, a second inner mold trolley and a second outer mold trolley, wherein the first inner mold trolley and the second inner mold trolley are arranged in the underdrain; the outer mold trolley is arranged outside the underdrain in a spanning mode; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley I and the inner mold trolley II in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
The concrete construction process is as follows:
along the extension direction of the underdrain, the underdrain comprises a plurality of construction sections;
as shown in fig. 11 and 12, when the construction is started, the first inner mold trolley and the second inner mold trolley are respectively arranged at the first construction section and the second construction section, the first outer mold trolley is matched with the second inner mold trolley to form a closed channel profile casting mold cavity and casting is performed, the second inner mold trolley is moved to the next even construction section, namely, the four construction sections after the casting is completed, the second outer mold trolley is moved to the position where the first inner mold trolley is matched with the first inner mold trolley to form a closed channel profile casting mold cavity and casting is performed, the first inner mold trolley is moved to the next odd construction section, namely, the three construction sections after the casting is completed, the second outer mold trolley is moved to the position where the second inner mold trolley is matched with the second inner mold trolley to form a closed channel profile casting mold cavity and casting is performed, the second inner mold trolley is moved to the next even construction section, namely, the six construction sections after the casting is completed, the outer mold trolley is moved again to the position where the first inner mold trolley is matched with the first inner mold trolley to, after the pouring is finished, moving the internal mold trolley I to the next odd construction section; and repeating the process until the construction of the underdrain is completed.
In the construction process, the second internal mold trolley waits to be matched with the external mold trolley at even construction sections all the time, and the second internal mold trolley waits to be matched with the external mold trolley at odd construction sections.
When the number of the construction sections is odd and only the last section of the underground canal is left without construction in the construction process, the second internal mold trolley directly moves to the last section of the construction sections to wait for being matched with the external mold trolley.
After the pouring is finished, at the same construction section, the time for the inner mold trolley I and the inner mold trolley II to continuously support the contour of the underground channel is longer than the time for the outer mold trolley to continuously support the contour of the underground channel. Namely, after the outer mold trolley leaves for a certain time, the inner mold trolley moves to the next construction section.
The lengths of the internal mold trolley I, the internal mold trolley II and the external mold trolley are equal to the lengths of all construction sections, so that one-time pouring is convenient.
The second method comprises the following steps:
the utility model discloses a multi-vehicle pouring method for open cut underdrain, which comprises a plurality of inner mold trolleys arranged in the underdrain and a plurality of outer mold trolleys arranged outside the underdrain in a spanning way, wherein the number of the inner mold trolleys is more than that of the outer mold trolleys; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
In this embodiment, the pouring method includes a first inner mold trolley, a second inner mold trolley and a second outer mold trolley, wherein the first inner mold trolley and the second inner mold trolley are arranged in the underdrain; the outer mold trolley is arranged outside the underdrain in a spanning mode; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley I and the inner mold trolley II in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
The concrete construction process is as follows:
as shown in fig. 13 and 14, the underdrain includes several construction sections along the extension direction of the underdrain;
when the construction is started, the first inner mold trolley and the second inner mold trolley are respectively arranged at the first construction section and the third construction section, the outer mold trolley is firstly matched with the first inner mold trolley at the first construction section to form an underground canal profile casting mold cavity and is cast, the first inner mold trolley is moved to the second construction section after the casting is finished, the outer mold trolley is moved to the third construction section to be matched with the second inner mold trolley to form an underground canal profile casting mold cavity and is cast, the second inner mold trolley is moved to the next odd construction section, namely the fifth construction section after the casting is finished, the outer mold trolley is moved to the second construction section to be matched with the first inner mold trolley to form an underground canal profile casting mold cavity and is cast, the first inner mold trolley is moved to the next even construction section, namely the fourth construction section after the casting is finished, the outer mold trolley is moved to the second inner mold trolley to be matched with the second inner mold trolley to form an underground canal profile casting mold cavity and is cast again, after the pouring is finished, the second internal mold trolley moves to the next odd construction section, namely the seventh construction section, the external mold trolley moves to the first internal mold trolley which is matched with the first internal mold trolley to form a closed channel profile pouring mold cavity and pour, and after the pouring is finished, the first internal mold trolley moves to the next even construction section, namely the sixth construction section; and repeating the process until the construction of the underdrain is completed.
After the pouring is finished, at the same construction section, the time for the inner mold trolley I and the inner mold trolley II to continuously support the contour of the underground channel is longer than the time for the outer mold trolley to continuously support the contour of the underground channel. Namely, after the outer mold trolley leaves for a certain time, the inner mold trolley moves to the next construction section.
The lengths of the internal mold trolley I, the internal mold trolley II and the external mold trolley are equal to the lengths of all construction sections, so that one-time pouring is convenient.
The third method comprises the following steps:
the utility model discloses a multi-vehicle pouring method for open cut underdrain, which comprises a plurality of inner mold trolleys arranged in the underdrain and a plurality of outer mold trolleys arranged outside the underdrain in a spanning way, wherein the number of the inner mold trolleys is more than that of the outer mold trolleys; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
In this embodiment, the pouring method includes a first inner mold trolley, a second inner mold trolley and a second outer mold trolley, wherein the first inner mold trolley and the second inner mold trolley are arranged in the underdrain; the outer mold trolley is arranged outside the underdrain in a spanning mode; when the underdrain contour is poured, the outer mold trolley is matched with the inner mold trolley I and the inner mold trolley II in turn to form an underdrain contour pouring mold cavity until the underdrain contour is poured.
The concrete construction process is as follows:
as shown in fig. 15 and 16, the underdrain includes several construction sections along the extension direction of the underdrain; each construction section comprises three sub-construction sections, namely a sub-construction section I, a sub-construction section II and a sub-construction section III; in the construction process, after one construction section is constructed, the next construction section is constructed;
in the construction process of each construction section, an inner mold trolley I and an inner mold trolley II are respectively arranged at a construction section I and a construction section III, an outer mold trolley is firstly matched with the inner mold trolley I at the sub-construction section I to form an underdrain profile casting mold cavity and perform casting, the inner mold trolley I moves to the sub-construction section II after the casting is finished, the outer mold trolley moves to the sub-construction section III to be matched with the inner mold trolley II to form an underdrain profile casting mold cavity and perform casting, and the outer mold trolley moves to the sub-construction section II to be matched with the inner mold trolley I again to form an underdrain profile casting mold cavity and performs casting after the casting is finished; and after the construction section is completed, repeating the operation in the next construction section until the construction of the underdrain is completed.
After the pouring is finished, at the same sub-construction section, the time for the inner mold trolley I and the inner mold trolley II to continuously support the contour of the underground channel is longer than the time for the outer mold trolley to continuously support the contour of the underground channel. Namely, after the outer mold trolley leaves for a certain time, the inner mold trolley moves to the next sub-construction section.
The lengths of the internal mold trolley I, the internal mold trolley II and the external mold trolley are equal to the lengths of the sub-construction sections, so that one-time pouring is convenient.
Present pouring in-process, the quantity of centre form platform truck and the quantity of external mold platform truck match each other, and the utility model provides a three kinds of methods, the quantity of centre form platform truck is greater than the quantity of external mold platform truck, makes external mold platform truck and centre form platform truck take turns the complex mode and pour the closed conduit, can reduce the manufacturing cost and the safe cost of transportation of equipment like this, and can also improve the efficiency of construction. After the pouring is finished, the outer mold trolley can be separated from the pouring position firstly without continuous support, but the inner mold trolley needs continuous support, and the outer mold trolley can be separated from the support only when the concrete reaches a certain strength. If the outer mold trolley is separated first, the outer mold trolley is in a standby state. Therefore, the utility model discloses an external mold platform truck and two centre form platform trucks are under construction in turn the complex mode, can utilize the stand-by time of external mold platform truck. When one internal mold trolley is continuously supported, the external mold trolley can be matched with the other internal mold trolley to construct the next place.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. A interior outer mould platform truck lining system for open cut closed drain, its characterized in that: the device comprises an inner mold trolley (100) and an outer mold trolley (200);
the internal mold trolley (100) comprises an internal frame, an internal mold plate assembly, an internal walking mechanism (107), an internal lifting mechanism (108) and an internal mold plate overturning assembly; the inner template assembly comprises an arc-shaped inner top template (101) and inner side templates (104) arranged on two sides, and the two inner side templates (104) are hinged to two ends of the inner top template (101); the inner edge template (104) comprises an inner edge template (104) vertical section and an inner edge template (104) arc section, the upper end of the inner edge template (104) vertical section is connected with the lower end of the inner edge template (104) arc section, and the upper end of the inner edge template (104) arc section is hinged with the inner top template (101); the inner frame is arranged on the inner side of the inner formwork component and is used for supporting the inner supporting formwork component; the inner template overturning assembly is arranged between the inner frame and the inner edge template (104) and is used for driving the inner edge template (104) to rotate around a hinge point of the inner edge template (104) and the inner top template (101); the upper end of the inner lifting mechanism (108) is connected to the bottom of the frame, and the lower end of the inner lifting mechanism (108) is provided with an inner walking mechanism (107); the inner lifting mechanism (108) is used for driving the inner frame to vertically lift, and the inner walking mechanism (107) is used for driving the inner moving frame to move;
the outer mold trolley (200) comprises an outer frame, an outer mold plate assembly, an outer walking mechanism (207), an outer lifting mechanism (208) and an outer mold plate overturning assembly; the outer formwork component is arranged outside the inner formwork trolley, and the inner formwork trolley (100) is covered in the outer formwork component; the outer template assembly comprises an arc-shaped outer top template (2012) and outer side templates (204) arranged at two sides, and the two outer side templates (204) are hinged at two ends of the outer top template (2012); the outer template (204) comprises an outer template (204) vertical section and an outer template (204) arc section, the upper end of the outer template (204) vertical section is connected with the lower end of the outer template (204) arc section, and the upper end of the outer template (204) arc section is hinged with the outer top template (2012); the outer top template (2012) and the two outer side templates (204) are respectively provided with a plurality of pouring openings (2013); the outer frame is arranged on the outer side of the outer die plate component and covers the outer die plate component in the outer frame, and the outer frame is used for supporting the outer die plate component; the outer template overturning assembly is arranged between the outer frame and the outer template (204) and is used for driving the outer template (204) to rotate around a hinge point of the outer template (204) and the outer top template (2012); the upper end of the outer lifting mechanism (208) is connected with the bottom of the outer frame, and the lower end of the outer lifting mechanism (208) is provided with an outer walking mechanism (207); the outer lifting mechanism (208) is used for driving the outer frame to vertically lift, and the outer walking mechanism (207) is used for driving the outer frame to move.
2. The inside and outside module trolley lining system for open trench underdrains of claim 1, wherein: the inner template overturning assembly comprises a plurality of inner overturning oil cylinders (106), one ends of the inner overturning oil cylinders (106) are hinged to the inner frame, the other ends of the inner overturning oil cylinders are hinged to the inner side of the inner side template (104), and when the inner overturning oil cylinders (106) stretch, the inner side template (104) is driven to rotate around a hinged point of the inner side template (104) and the inner top template (101);
the outer template overturning assembly comprises a plurality of outer overturning oil cylinders (203), one ends of the outer overturning oil cylinders (203) are hinged to the outer frame, the other ends of the outer overturning oil cylinders are hinged to the outer sides of the outer templates (204), and when the outer overturning oil cylinders (203) stretch, the outer templates (204) are driven to rotate around hinged points of the outer templates (204) and the outer top templates (2012).
3. The inside and outside module trolley lining system for open trench underdrains of claim 2, wherein: an inner top template support (1011) is arranged on the inner side of the inner top template (101), the inner top template (101) is fixedly installed on the inner top template support (1011), the inner top template support (1011) is arranged on the top of the inner frame through an inner horizontal moving mechanism, and the inner horizontal moving mechanism is used for driving the inner top template support (1011) to horizontally move in the width direction of the inner frame.
4. The inside and outside module trolley lining system for open trench underdrains of claim 3, wherein: the inner horizontal translation mechanism comprises an inner horizontal translation oil cylinder (102) and a sliding block (103); the lower end of the sliding block (103) is arranged at the top of the inner frame in a sliding mode, and the inner top template bracket (1011) is fixedly arranged on the sliding block (103); one end of the inner translation oil cylinder (102) is arranged at the top of the inner frame, and the other end of the inner translation oil cylinder is arranged on the sliding block (103); when the inner translation oil cylinder (102) stretches, the sliding block (103) is driven to slide along the width direction of the inner frame at the top of the inner frame.
5. The inside and outside module trolley lining system for open trench underdrains of claim 2, wherein: the outer side of the outer top template (2012) is provided with an outer top template bracket (2011), the outer side of the outer top template (2012) is fixedly installed below the outer top template bracket (2011), the outer side of the outer top template bracket (2011) is arranged at the top of the outer frame through an outer horizontal moving mechanism (201), and the outer horizontal moving mechanism (201) is used for driving the outer side of the outer top template bracket (2011) to horizontally move in the width direction of the outer frame.
6. The inside and outside module trolley lining system for open trench underdrains of claim 5, wherein: the outer horizontal moving mechanism (201) comprises an outer translation oil cylinder (20101), an outer translation trolley (20102) and an outer translation track (20103); the outer translation rail (20103) is arranged at the top of the outer frame along the width direction of the outer frame, the outer translation trolley (20102) is arranged on the outer translation rail (20103) in a sliding mode, one end of the outer translation oil cylinder (20101) is arranged at the top of the outer frame, and the other end of the outer translation oil cylinder (20101) is arranged on the outer translation trolley (20102); the outer top template bracket (2011) is arranged on the outer translation trolley (20102) through a bracket connecting rod (2010), the lower end of the bracket connecting rod (2010) is connected above the outer top template bracket (2011), and the upper end of the bracket connecting rod is connected on the outer translation trolley (20102); when the outer translation oil cylinder (20101) stretches, the outer translation trolley (20102) is driven to slide on the top of the outer frame along the width direction of the outer frame.
7. The inside and outside module trolley lining system for open trench underdrains of claim 6, wherein: the support frame connecting rod (2010) is telescopic, the support frame connecting rod (2010) is a support frame lifting oil cylinder, the lower end of the support frame lifting oil cylinder is connected with the upper portion of the outer top template support frame (2011), and the upper end of the support frame lifting oil cylinder is connected with the outer translation trolley (20102).
8. The inside and outside module trolley lining system for open trench underdrains of claim 1, wherein: the inner lifting mechanism (108) comprises an inner lifting oil cylinder, the upper end of the inner lifting oil cylinder is arranged at the bottom of the inner frame, and the lower end of the inner lifting oil cylinder is provided with an inner walking mechanism (107);
the outer lifting mechanism (208) comprises an outer lifting oil cylinder, the upper end of the outer lifting oil cylinder is arranged at the bottom of the outer frame, and the lower end of the outer lifting oil cylinder is provided with an outer walking mechanism (207).
9. The inside and outside form trolley lining system for open trench underdrains according to claim 1 or 7, wherein:
the inner walking mechanism (107) comprises an inner rail (1071), an inner wheel carrier (1073), an inner walking wheel (1072), an inner driving motor (1074) and an inner rail clamping device (1075); the inner track (1071) is laid at the bottom of the underdrain; the inner wheel carrier (1073) is fixedly arranged at the bottom of the inner lifting mechanism (108), and the inner travelling wheel (1072) is arranged on the inner wheel carrier (1073) and is arranged on the inner track (1071) in a matching way; the inner driving motor (1074) is arranged on the inner wheel carrier (1073) and is used for driving the inner travelling wheel (1072) to rotate; the inner rail clamping device (1075) is arranged on the inner wheel carrier (1073) and used for clamping or loosening the inner rail (1071); the outer traveling mechanism (207) comprises an outer rail (2071), an outer wheel frame (2073), an outer traveling wheel (2072), an outer driving motor (2074) and an outer rail clamping device (2075); the outer rail (2071) is laid at the bottom of the foundation pit; the outer wheel carrier (2073) is fixedly arranged at the bottom of the outer lifting mechanism (208), and the outer traveling wheel (2072) is arranged on the outer wheel carrier (2073) and is matched with the outer track (2071); the outer driving motor (2074) is arranged on the outer wheel carrier (2073) and is used for driving the outer travelling wheel (2072) to rotate; the outer rail clamping device (2075) is arranged on the outer wheel carrier (2073) and used for clamping or loosening the outer rail (2071).
10. The inside and outside module trolley lining system for open trench underdrains of claim 5, wherein: the inner frame comprises a plurality of inner portal structures and a plurality of inner longitudinal beams (1012) extending along the length direction of the underdrain, the inner portal structures comprise left and right inner upright posts (105) and inner top cross beams (1010), and the inner top cross beams (1010) are arranged at the tops of the left and right inner upright posts (105); the inner longitudinal beams (1012) connect a plurality of inner portal structures into a whole; the inner horizontal moving mechanism is arranged at the top of the inner top cross beam (1010); the inner lifting mechanism (108) is arranged at the bottom of the left inner upright post and the right inner upright post (105); inner manned construction platforms (109) are arranged on the left side and the right side of the outer frame; the bottom of the inner frame is also provided with a plurality of inner support jacks (1013);
the outer frame comprises a plurality of outer portal structures and a plurality of outer longitudinal beams (2014) extending along the length direction of the underdrain, the outer portal structures comprise left and right outer upright posts (205) and outer top cross beams (202), and the outer top cross beams (202) are arranged at the tops of the left and right outer upright posts (205); the outer longitudinal beams (2014) connect a plurality of outer portal structures into a whole; the outer horizontal moving mechanism (201) is arranged at the top of the outer top cross beam (202); the outer lifting mechanism (208) is arranged at the bottom of the left outer upright post and the right outer upright post (205); the lower parts of the left and right outer upright columns (205) are respectively provided with a trolley lacing wire (206), one end of the trolley lacing wire (206) is connected with the left and right outer upright columns (205), and the other end is embedded in the left and right side walls of the underground canal; the left side and the right side of the outer frame are provided with outer manned construction platforms (209); the bottom of the outer frame is also provided with a plurality of outer supporting jacks (2015).
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CN112627235A (en) * | 2020-12-11 | 2021-04-09 | 合迪科技江苏有限公司 | Pipe gallery formwork support reinforcing system |
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CN112627235A (en) * | 2020-12-11 | 2021-04-09 | 合迪科技江苏有限公司 | Pipe gallery formwork support reinforcing system |
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