Large cantilever assembled lock chamber mobile mold machine

Abstract

The present invention relates to a large cantilever assembled ship lock chamber mobile mold machine, wherein a lifting beam guide rail is arranged on the inner side of the vertical legs of the mold machine support system, and a triangular support frame and a crane moving track are arranged on the top of the main longitudinal beam; the moving position of the combined walking system is controlled by a driving device, and the height of the vertical legs can be controlled by adjusting the height of the support body; the template system combination adopts an inner mold position control body, a pulling device, a positioning end beam, and an end template to limit the support position of the inner template and the outer template, and applies downward pressure to the outer template through an anti-floating top pressure body; the control system includes a beam dynamometer, a sling dynamometer, an upper distance meter, a lower distance meter, a horizontal ruler and a panoramic camera; a side expander is used to control the inclination angle of the vibrator, and water is pressed to the screw casing through a hollow screw to assist in concrete curing. The present invention also discloses a control method for a large cantilever assembled ship lock chamber mobile mold machine. The present invention can enhance the stability of the mold frame structure, improve the template installation accuracy and the mold frame control level.

Description

Technical Field

[0001] The invention relates to a large cantilever assembled ship lock chamber mobile mold machine which can improve the mold machine control level and the concrete construction quality, and is suitable for ship lock engineering. Background Art

[0002] The ship lock project is an important control node of water transportation. How to improve the construction quality and efficiency of the wall has become the key and difficulty in promoting the construction level of the ship lock. In order to overcome various complex construction conditions such as the large width and volume of the ship lock, the difficulty of concrete pouring, and the complex terrain outside the waterway, the assembled mobile mold machine came into being.

[0003] Compared with the traditional construction method of supporting full-floor brackets + combined formwork, the use of mobile formwork machines for concrete construction avoids repeated disassembly of formwork, reduces formwork joints, and significantly improves construction efficiency and quality. There is already a mobile formwork machine for ship locks, including a ship lock travel system, a formwork machine support system, a ship lock navigation wall steel face payment and receipt system, and a ship lock navigation wall formwork system. It uses a motor and a reducer to drive the travel wheel box to travel, and a hydraulic system to drive the cylinder payment and receipt formwork system. The concrete pouring equipment is connected to the concrete pouring interface for pouring construction. The mobile formwork machine realizes the control of formwork payment and receipt and the overall movement of the formwork machine, but the technology fails to solve the problems of accurate positioning and low-resistance movement of concrete formwork, efficient concrete maintenance, and stability control of the formwork system.

[0004] In view of this, in order to improve the quality of concrete construction and reduce the difficulty of construction, it is urgent to invent a large cantilever assembled lock chamber mobile mold machine that can enhance the stability of the formwork structure, improve the level of fine control of the mold machine, and improve the efficiency and quality of formwork support. Summary of the invention

[0005] The object of the present invention is to provide a large cantilever assembled ship lock chamber mobile mold machine which can not only enhance the stability of the mold frame structure, but also improve the template installation positioning accuracy and the control level.

[0006] In order to achieve the above technical objectives, the present invention adopts the following technical solutions:

[0007] The present invention relates to a large cantilever assembled ship lock chamber mobile mold machine, comprising: a mold machine support system, a combined walking system, a template system, a control system and a concrete pouring system;

[0008] The mold machine support system includes vertical legs; a lifting beam guide rail is provided on the inner side of the vertical legs, a lifting beam winding machine is provided on the top of the lifting beam guide rail, and a first sling is connected to the lifting beam winding machine; a main longitudinal beam is provided at the top of two mirror-opposite vertical legs, and lifting sliding beams are provided at both ends of the secondary longitudinal beam, and the lifting sliding beams are slidably connected to the lifting beam guide rail and can move up and down along the lifting beam guide rail; when installing the secondary longitudinal beam, the first sling is connected to the secondary longitudinal beam, and the secondary longitudinal beam is slidably lifted to the designed height along the lifting beam guide rail by the lifting beam winding machine and the first sling; a mirror-opposite triangular support frame and a crane moving track are provided on the upper part of the main longitudinal beam; a main cross beam and a secondary cross beam are provided between adjacent main longitudinal beams; a leg inner support is provided between the vertical legs and the mold frame foundation, and a bottom cross beam is provided at the bottom end of the vertical legs;

[0009] The combined walking system includes a mold frame moving wheel arranged at the lower part of the bottom cross beam, the mold frame moving wheel is connected to the driving device, and the mold frame moving wheel is driven by the driving device to rotate and drive the mold machine support system to move; two rows of mirror-image height adjustment supports are arranged on both sides of the bottom cross beam;

[0010] The formwork system includes an inner formwork, an outer formwork and an end formwork, wherein a first vertical support beam and a first horizontal support beam are sequentially arranged on the outer formwork side away from the inner formwork; a formwork outer support is arranged between the first vertical support beam and the formwork base; a second vertical support beam and a second horizontal support beam are sequentially arranged on the inner formwork side facing the vertical support leg; a tension device is arranged between the first horizontal support beam and the second horizontal support beam on the same side outside the vertical support leg;

[0011] The first vertical support beam and the second vertical support beam together constitute the template vertical support beam, and the first cross support beam and the second cross support beam together constitute the template cross support beam; an inner mold position control body is arranged between the vertical support leg and the adjacent template vertical support beam, and the lateral position of the template vertical support beam and the inner template is controlled by the inner mold position control body; a template displacement body is arranged at the bottom end of the template vertical support beam, and the template displacement body includes a template support wheel and a support wheel positioning body, the upper end of the support wheel positioning body is connected to the beam side support plate arranged on the template vertical support beam, and the lower end of the support wheel positioning body is connected to the support wheel connecting body, and the template support wheel is arranged at the lower end of the support wheel connecting body;

[0012] An anti-floating support pier is arranged on the upper part of the first vertical support beam on the outer side of the outer formwork, and an anti-floating top pressure body is arranged between the anti-floating support pier and the position control slide groove on the lower surface of the main longitudinal beam; a first crane, a second crane, a third crane and a fourth crane are arranged on the crane moving track, the first crane and the fourth crane are respectively provided with a second sling and a fifth sling, and the second crane and the third crane are respectively provided with a third sling and a fourth sling; end formworks are respectively arranged between the two ends of the inner formwork and the outer formwork, maintenance holes are arranged on the end formworks, and an interface network is arranged at the joint interface between the maintenance holes and the concrete; an oblique support rod is arranged between the side of the end formwork away from the concrete and the formwork foundation, and the oblique support rod is connected to the end formwork crossbeam on the end formwork through a support rod ball joint;

[0013] The control system includes a beam dynamometer, a sling dynamometer, an upper distance meter, a lower distance meter, a horizontal ruler and a panoramic camera; the beam dynamometer is arranged on the upper surface of the secondary longitudinal beam, the sling dynamometer is arranged at the bottom ends of the second sling, the third sling, the fourth sling and the fifth sling respectively, and the sling dynamometer is used to measure the tension of the second sling, the third sling, the fourth sling and the fifth sling; the horizontal ruler is arranged on the vertical supporting leg; the upper distance meter and the lower distance meter are arranged on the vertical supporting leg respectively, and the upper distance meter is located above the lower distance meter;

[0014] The concrete pouring system comprises an external concrete pouring device and a direction-adjusting and vibrating device, and the direction-adjusting and vibrating device is arranged under the main longitudinal beam.

[0015] Preferably, the pulling device includes a bolt sleeve, a hollow screw and an anti-filter membrane cloth, the two ends of the bolt sleeve respectively support the inner template and the outer template, the hollow screw passes through the bolt sleeve, the anti-filter membrane cloth is wrapped around the outside of the bolt sleeve, a connecting hole is provided on the side wall of the bolt sleeve, a through hole is provided on the hollow screw, and one end of the hollow screw is connected to the maintenance water pipe.

[0016] Preferably, the direction-adjusting vibration device includes a rope reel, a vibrator, a guide pipe section, and a side expander; the rope reel is arranged at the lower end of the main longitudinal beam, and the rope reel is provided with a height reel, the lower end of the height reel is connected to the guide pipe section, and the outer wall of the guide pipe section is provided with two side expanders evenly spaced along the circumferential direction, the lower end of the guide pipe section is connected to the vibrator, and the vibrator and the guide pipe section are connected by a flexible connecting section.

[0017] Preferably, the side expander is a cylindrical airbag formed by sewing rubber sheets with a thickness of 1 mm, and the cylindrical airbag is connected to the air pump through a flexible air-filling tube; the flexible connecting section is a spring.

[0018] Preferably, during the construction of the concrete pouring system: first, an external concrete pouring device is used to pour concrete in layers into the cavity formed by the inner formwork, the outer formwork and the end formwork, and then a directional vibrating device arranged under the main longitudinal beam is used to vibrate and compact the concrete; during the concrete vibration process, the height of the guide pipe section and the vibrator is first controlled by a hoisting rope winding machine and a height winding rope; after the initial setting of the concrete, water is pressed into the screw casing through a hollow screw and water is supplied to the concrete through the connecting hole for curing; after the concrete hardens, the constraints of the pulling device on the outer formwork and the inner formwork are first released, and then the first crane, the second crane, the third crane and the fourth crane are moved along the crane moving track in a direction away from the inner formwork or the outer formwork, the second sling and the fifth sling are connected to the outer formwork, the third sling and the fourth sling are connected to the inner formwork, and the second sling, the third sling, the fourth sling and the fifth sling are respectively used to apply pulling forces away from the concrete to the outer formwork and the inner formwork, so that the outer formwork and the inner formwork are separated from the concrete.

[0019] Preferably, a leg clamp is provided on the vertical leg, a positioning end beam is provided on the leg clamp, and an inner mold positioning plate and an outer mold positioning plate are provided on the positioning end beam; the inner mold positioning plate and the outer mold positioning plate are respectively connected with inner mold adjusting bolts and outer mold adjusting bolts, and the inner mold adjusting bolts and the outer mold adjusting bolts respectively correspond to the second cross bracing beam and the first cross bracing beam, and the positions of the second cross bracing beam and the first cross bracing beam are respectively controlled by the inner mold adjusting bolts and the outer mold adjusting bolts on the inner mold positioning plate and the outer mold positioning plate.

[0020] Preferably, a center of gravity adjusting body is provided on the upper surface of the main longitudinal beam, and an adjusting counterweight body is provided on the center of gravity adjusting body. The center of gravity adjusting body can move along the main longitudinal beam, and the center of gravity position of the adjusting counterweight body can be adjusted through the center of gravity adjusting body. The center of gravity adjusting body and the adjusting counterweight body are connected by a connecting ball joint.

[0021] Preferably, before the mold machine support system moves, the height of the template support wheel is first controlled by the support wheel positioning body so that the template support wheel is connected to the mold frame base, and then the mold frame moving wheel is moved along the guide track at a speed of 10 to 30 m / min with the help of a driving device.

[0022] As a preferred method, the construction control method is as follows:

[0023] Step 1) connect the panoramic camera to the external video monitoring system, and monitor the stability of the mold machine support system and the on-site construction status in real time through the panoramic camera;

[0024] Step 2) Use the lower distance meter and the upper distance meter to measure the distance between the vertical support leg and the second vertical support beam, control the length of the inner mold control positioner through the external hydraulic servo system, and use the readings of the lower distance meter and the upper distance meter to control the verticality of the second vertical support beam. When the verticality exceeds ±0.1°, use the hydraulically controlled inner mold control positioner to control the verticality of the second vertical support beam and the inner template. The verticality calculation formula is as follows:

[0025]

[0026] Step 3) Use the horizontal ruler on the vertical leg to test the verticality of the vertical leg, and adjust the center of gravity of the counterweight through the center of gravity adjustment body on the upper surface of the main longitudinal beam to control the verticality deviation of the vertical leg within ±0.2°; During the installation of the inner template, first use the horizontal ruler to test the verticality of the vertical leg, and adjust the center of gravity of the counterweight to control the verticality deviation of the vertical leg within ±0.1°;

[0027] Step 4), using a sling dynamometer to test the cable tension of the second sling, the third sling, the fourth sling and the fifth sling during the movement of the formwork system and the concrete pouring process, and when the cable tension changes by 10% compared with the normal value, a safety warning is issued;

[0028] Step 5), a beam dynamometer is attached to the upper surface of the secondary longitudinal beam, and the tensile stress of the secondary longitudinal beam is tested by the beam dynamometer. When the secondary derivative of the stress-time curve of the beam dynamometer is greater than 0, a vertical leg stability warning is issued.

[0029] The present invention has the following characteristics and beneficial effects

[0030] (1) A lifting beam guide rail is arranged on the inner side of the vertical support leg of the mold machine support system, and the secondary longitudinal beam can be lifted and fixed by the lifting and winding machine and the first lifting rope, which reduces the high-altitude operation. A mirror-imaged triangular support frame and a crane moving track are arranged on the top of the main longitudinal beam, which can improve the lifting stability and the accuracy of the crane position control.

[0031] (2) The combined walking system can control the moving position of the mold frame moving wheels through the driving device, and can control the height of the vertical legs with the help of two rows of height-adjustable supports on both sides of the bottom beam, thereby enhancing the stability of the mold machine support system.

[0032] (3) The formwork system includes an inner formwork, an outer formwork and an end formwork. The inner formwork position control body, a pulling device, a positioning end beam and an end formwork are used in combination to limit the support positions of the inner formwork and the outer formwork. The anti-floating top pressure body and the formwork pressure bolt are used to solve the problem of the formwork floating during the concrete pouring process. The inner formwork and the outer formwork are moved by means of the first crane, the second crane, the third crane, the fourth crane and the formwork shifting body, thereby improving the efficiency of formwork movement.

[0033] (4) The control system includes a beam dynamometer, a sling dynamometer, an upper distance meter, a lower distance meter, a horizontal ruler and a panoramic camera, which can monitor the verticality and stress conditions of the mold machine support system during its movement and support process, and control it with the help of hydraulic sensors.

[0034] (5) When pouring concrete, the height of the guide pipe section and the vibrator is first controlled by the hoisting rope winder and the height winder rope, and then the side expander is used to control the inclination angle of the vibrator, thereby increasing the vibration compaction range; after the concrete is initially set, water is pressed into the screw casing through the hollow screw, and water is supplied to the concrete through the connecting hole for curing, thereby improving the curing effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] Figure 1 This is a front elevation view of a movable mold machine for a large cantilever assembled ship lock chamber of the present invention;

[0036] Figure 2 It is a side elevation view of the movable mold machine of the large cantilever assembled ship lock chamber of the present invention;

[0037] Figure 3 yes Figure 1 The inner and outer template end limit structure diagram;

[0038] Figure 4 yes Figure 3 Schematic diagram of the end formwork support structure;

[0039] Figure 5 yes Figure 1 Schematic diagram of the walking system;

[0040] Figure 6 yes Figure 1 Schematic diagram of template shifter;

[0041] Figure 7 yes Figure 1 Schematic diagram of the pulling device structure;

[0042] Figure 8 yes Figure 1 Schematic diagram of the directional vibration device;

[0043] Fig. 9 The present invention is a flow chart of the installation of a movable mold machine for a large cantilever assembled ship lock chamber.

[0044] In the figure: 1-vertical outrigger; 2-beam guide rail; 3-beam hoisting machine; 4-main longitudinal beam; 5-first sling; 6-secondary longitudinal beam; 7-triangular support frame; 8-crane moving track; 9-main crossbeam; 10-secondary crossbeam; 11-formwork foundation; 12-inner support of outrigger; 13-bottom crossbeam; 14-formwork moving wheel; 15-driving device; 16-heightening support body; 17-inner formwork; 18-outer formwork; 19-end formwork; 20-formwork vertical support beam; 21-formwork crossbeam; 22-first vertical support beam; 23-first horizontal bracing beam; 24-second vertical bracing beam; 25-second horizontal bracing beam; 26-pull device; 27-bolt sleeve; 28-hollow screw; 29-filter cloth; 30-connecting hole; 31-maintenance water pipe; 32-inner mold position control body; 33-template shifting body; 34-template support wheel; 35-support wheel position adjustment body; 36-beam side support plate; 37-support wheel connector; 38-anti-floating support pier; 39-position control slide; 40-anti-floating top pressure body; 41-first crane; 42-second crane; 43-first Three cranes; 44-fourth crane; 45-second sling; 46-fifth sling; 47-third sling; 48-fourth sling; 49-template limit groove; 50-positioning end beam; 51-leg clamp; 52-inner mold positioning plate; 53-outer mold positioning plate; 54-inner mold adjustment bolt; 55-outer mold adjustment bolt; 56-maintenance hole; 57-concrete; 58-interface network; 59-oblique support rod; 60-end mold crossbeam; 61-support rod ball joint; 62-beam dynamometer; 63-sling dynamometer; 64 -upper distance meter; 65-lower distance meter; 66-horizontal ruler; 67-panoramic camera; 68-guide rail; 69-center of gravity adjustment body; 70-adjusting counterweight body; 71-direction adjustment vibrating device; 72-lifting rope reel; 73-height reel; 74-guide pipe section; 75-vibrator; 76-side expander; 77-flexible connecting section; 78-lifting slide beam; 79-connecting plate anchor bolt; 80-formwork pressure bolt; 81-formwork external support; 82-water supply tank; 83-connecting ball joint; 84-limiting frame groove. Specific embodiments

[0045] The technical requirements for rolling steel plates and steel sections, technical requirements for on-site welding, technical requirements for concrete pouring construction, technical requirements for dynamometer installation, technical requirements for the use of distance meters, etc. will not be repeated in this embodiment, and the focus will be on the implementation method of the method involved in the present invention.

[0046] Figure 1 This is a front elevation view of the movable mold machine for the large cantilever assembled ship lock chamber of the present invention. Figure 2 This is a side elevation view of the movable mold machine for the large cantilever assembled ship lock chamber of the present invention. Figure 3 yes Figure 1 The inner and outer template end limit structure diagram, Figure 4 yes Figure 3 Schematic diagram of the end formwork support structure. Figure 5 yes Figure 1 Walking system diagram, Figure 6 yes Figure 1 Schematic diagram of template shifter, Figure 7 yes Figure 1 Schematic diagram of the pulling device structure. Figure 8 yes Figure 1 Schematic diagram of the directional vibration device. Fig. 9 This is the installation flow chart of the movable mold machine for the large cantilever assembled ship lock chamber of the present invention. Figures 1 to 9 As shown, the large cantilever assembled ship lock chamber mobile mold machine includes: a mold machine support system, a combined walking system, a template system, a control system and a concrete pouring system.

[0047] The mold machine support system includes 6 or 4 vertical legs 1, which are arranged in a rectangular shape; there is a beam lifting guide rail 2 on the inner side of the vertical leg 1, and a beam lifting coiling machine 3 is arranged on the top of the beam lifting guide rail 2, and a first sling 5 is connected to the beam lifting coiling machine 3; a main longitudinal beam 4 is arranged at the top of the two mirror-opposite vertical legs 1, and lifting sliding beams 78 are respectively arranged at both ends of the secondary longitudinal beam 6, and the lifting sliding beam 78 is slidably connected to the beam lifting guide rail 2 and can move up and down along the beam lifting guide rail 2; when installing the secondary longitudinal beam 6, the first sling 5 is connected to the secondary longitudinal beam 6, and the secondary longitudinal beam 6 is slidably lifted to the design height along the beam lifting guide rail 2 through the beam lifting coiling machine 3 and the first sling 5. A mirror-image triangular support frame 7 and a crane moving track 8 are arranged on the upper part of the main longitudinal beam 4; a main cross beam 9 and a secondary cross beam 10 are arranged between adjacent main longitudinal beams 4, and the secondary cross beam 10 is arranged at the lower part of the main cross beam 9, and the secondary cross beam 10 is arranged in one layer or two layers; a leg inner support 12 is arranged between the vertical leg 1 and the formwork foundation 11, and a bottom cross beam 13 is arranged at the bottom end of the vertical leg 1.

[0048] The combined walking system includes a mold frame moving wheel 14 arranged at the bottom of the bottom cross beam 13, and the mold frame moving wheel 14 is connected to a driving device 15, and the mold frame moving wheel 14 is driven to rotate and drive the mold machine support system to move through the driving device 15. Two rows of height adjustment supports 16 are arranged on both sides of the bottom cross beam 13 in a mirror-image relationship.

[0049] The formwork system includes an inner formwork 17, an outer formwork 18 and an end formwork 19. A first vertical support beam 22 and a first horizontal support beam 23 are sequentially arranged on the side of the outer formwork 18 facing away from the inner formwork 17. A formwork outer support 81 is arranged between the first vertical support beam 22 and the formwork foundation 11. A second vertical support beam 24 and a second horizontal support beam 25 are sequentially arranged on the side of the inner formwork 17 facing the vertical support leg 1. A tensioning device 26 is arranged between the first horizontal support beam 23 and the second horizontal support beam 25 on the same side outside the vertical support leg 1. The pulling device 26 includes a bolt sleeve 27, a hollow screw 28 and an anti-filter membrane cloth 29. The two ends of the bolt sleeve 27 respectively support the inner template 17 and the outer template 18. The hollow screw 28 passes through the bolt sleeve 27. The anti-filter membrane cloth 29 is wrapped around the outside of the bolt sleeve 27. A connecting hole 30 is provided on the side wall of the bolt sleeve 27. A through hole is provided on the hollow screw 28. One end of the hollow screw 28 is connected to a maintenance water pipe 31.

[0050] The first vertical support beam 22 and the second vertical support beam 24 together constitute the template vertical support beam 20, and the first horizontal support beam 23 and the second horizontal support beam 25 together constitute the template horizontal support beam 21. An inner mold position control body 32 is arranged between the vertical support leg 1 and the adjacent template vertical support beam 20, and the lateral position of the template vertical support beam 20 and the inner template 17 is controlled by the inner mold position control body 32, and the relative position of the outer template 18 and the inner template 17 is controlled by the pulling device 26. A template displacement body 33 is arranged at the bottom end of the template vertical support beam 20, and the template displacement body 33 is arranged at the bottom end of the first vertical support beam 22 and the second vertical support beam 24 respectively. The template displacement body 33 includes a template support wheel 34 and a support wheel positioning body 35. The upper end of the support wheel positioning body 35 is connected to the beam side support plate 36 arranged on the template vertical support beam 20, and the lower end of the support wheel positioning body 35 is connected to the support wheel connecting body 37. The template support wheel 34 is arranged at the lower end of the support wheel connecting body 37. Before the mold machine support system moves, the height of the template support wheel 34 is first controlled by the support wheel positioning body 35 so that the template support wheel 34 is connected to the mold frame foundation 11, and then the mold frame moving wheel 14 is moved along the guide track 68 at a speed of 10 to 30 m / min with the help of the driving device 15.

[0051] An anti-floating support pier 38 is provided on the upper part of the first vertical support beam 22 outside the outer formwork 18 , and an anti-floating top pressure body 40 is provided between the anti-floating support pier 38 and the position control slide groove 39 on the lower surface of the main longitudinal beam 4 . A first crane 41, a second crane 42, a third crane 43 and a fourth crane 44 are arranged on the crane moving track 8, a second sling 45 and a fifth sling 46 are respectively arranged on the first crane 41 and the fourth crane 44, a third sling 47 and a fourth sling 48 are respectively arranged on the second crane 42 and the third crane 43; an end template 19 is respectively arranged between the two ends of the inner template 17 and the outer template 18, a template limiting groove 49 corresponding to the position of the inner template 17 and the outer template 18 is arranged on the end template 19, the ends of the inner template 17 and the outer template 18 are respectively inserted into the template limiting groove 49 on the end template 19, and the end template 19 is provided with holes for the first cross bracing beam 23 and the second cross bracing beam 25 to pass through; a leg clamp 51 is arranged on the vertical leg 1, a positioning end beam 50 is arranged on the leg clamp 51, and a positioning end beam 50 is arranged on the positioning end An inner mold positioning plate 52 and an outer mold positioning plate 53 are provided on the beam 50; the inner mold positioning plate 52 and the outer mold positioning plate 53 are respectively connected with inner mold adjusting pins 54 and outer mold adjusting pins 55, which correspond to the second cross bracing beam 25 and the first cross bracing beam 23 respectively, and the positions of the second cross bracing beam 25 and the first cross bracing beam 23 are controlled by the inner mold adjusting pins 54 and the outer mold adjusting pins 55 on the inner mold positioning plate 52 and the outer mold positioning plate 53 respectively; maintenance holes 56 are provided on the end template 19, and an interface network 58 is provided at the joint interface between the maintenance holes 56 and the concrete 57; an oblique strut 59 is provided between the side of the end template 19 away from the concrete 57 and the formwork foundation 11, and the oblique strut 59 is connected to the end template cross beam 60 on the end template 19 through a strut ball joint 61.

[0052] The control system includes a beam dynamometer 62, a cable dynamometer 63, an upper distance meter 64, a lower distance meter 65, a horizontal ruler 66 and a panoramic camera 67; the beam dynamometer 62 is arranged on the upper surface of the secondary longitudinal beam 6, the cable dynamometer 63 is respectively arranged at the bottom ends of the second cable 45, the third cable 47, the fourth cable 48 and the fifth cable 46, and the cable dynamometer 63 is used to measure the tension of the second cable 45, the third cable 47, the fourth cable 48 and the fifth cable 46. The horizontal ruler 66 is arranged on the vertical support leg 1. The upper distance meter 64 and the lower distance meter 65 are respectively arranged on the vertical support leg 1, and the upper distance meter 64 is located above the lower distance meter 65. After the test data of the beam dynamometer 62, the sling dynamometer 63, the upper distance meter 64, the lower distance meter 65 and the horizontal ruler 66 are collected and summarized by the data acquisition device, a test value-time relationship curve is drawn. When the second-order derivative of the curve is greater than 0, monitoring and early warning are carried out;

[0053] The concrete pouring system includes an external concrete pouring device and a directional vibration device 71. The directional vibration device 71 is arranged below the main longitudinal beam 4. The directional vibration device 71 includes a rope reel 72, a vibrator 75, a guide pipe section 74, and a side expander 76. The rope reel 72 is arranged at the lower end of the main longitudinal beam 4. The rope reel 72 is provided with a height reel 73. The lower end of the height reel 73 is connected to the guide pipe section 74. The outer wall of the guide pipe section 74 is evenly spaced along the circumferential direction. The lower end of the guide pipe section 74 is connected to a vibrator 75. The vibrator 75 and the guide pipe section 74 are connected by a flexible connecting section 77.

[0054] The rope winding machine 72 uses a winch with a rated pulling force of 20KN, and the height winding rope 73 uses a steel wire rope with a diameter of 30mm. The guide pipe section 74 is rolled from a steel pipe with a diameter of 60mm. The side expander 76 uses a cylindrical airbag sewn from a rubber sheet with a thickness of 1mm, and the cylindrical airbag is connected to the air pump through a flexible air filling pipe. The vibrator 75 is connected to the guide pipe section 74 through a flexible connecting section 77. The vibrator 75 uses a vibrating rod, and the flexible connecting section 77 uses a spring with a diameter of 30mm.

[0055] The height of the guide pipe section 74 and the vibrator 75 is controlled by retracting and releasing the height reel 73 through the rope reel 72, and the inclination angle of the vibrator 75 in the concrete is controlled by inflating and deflating the side expander 76.

[0056] During the construction of the concrete pouring system: first, an external concrete pouring device is used to pour concrete in layers into the cavity formed by the inner formwork 17, the outer formwork 18 and the end formwork 19, and then the direction adjustment vibrating device 71 arranged under the main longitudinal beam 4 is used to vibrate and compact the concrete; during the concrete vibration process, the height of the guide pipe section 74 and the vibrator 75 is first controlled by the hanging rope winding machine 72 and the height winding rope 73, and then the side expander 76 is used to control the inclination angle of the vibrator 75; after the concrete is initially set, water is pressed into the screw sleeve through the hollow screw 28, and water is supplied to the concrete 57 through the connecting hole 30 for curing; the concrete hardens After the concrete is concreted, first release the constraint of the pulling device 26 on the outer formwork 18 and the inner formwork 17, then move the first crane 41, the second crane 42, the third crane 43 and the fourth crane 44 along the crane moving track 8 in the direction away from the inner formwork 17 or the outer formwork 18, the second sling 45 and the fifth sling 46 are connected to the outer formwork 18, the third sling 47 and the fourth sling 48 are connected to the inner formwork 17, and the second sling 45, the third sling 47, the fourth sling 48 and the fifth sling 46 are respectively used to apply pulling force away from the concrete in the direction of concrete to the outer formwork 18 and the inner formwork 17, so that the outer formwork 18 and the inner formwork 17 are separated from the concrete.

[0057] The vertical support leg 1 is made of H-shaped steel with a model of 250×250×9×14;

[0058] A lifting beam guide rail 2 is welded on the inner side of the vertical support leg 1. The lifting beam guide rail 2 is made of a steel plate with a thickness of 10 mm and a width of 20 cm. A sliding groove with a "T"-shaped cross section is preset on the lifting beam guide rail 2.

[0059] A beam lifting winding machine 3 is arranged on the top of the beam lifting guide rail 2. The beam lifting winding machine 3 adopts a winch with a rated pulling force of 20KN. The lifting sliding beam 78 is slid along the beam lifting guide rail 2 and lifted to the designed height through the first sling 5 connected to the beam lifting winding machine 3. The first sling 5 adopts a steel wire rope with a diameter of 30mm. The lifting sliding beam 78 is rolled from a steel plate with a thickness of 20mm, and its cross section is "T" shaped. A connecting plate anchor bolt 79 connected to the beam lifting guide rail 2 is arranged on the lifting sliding beam 78. The connecting plate anchor bolt 79 is rolled from a steel plate with a thickness of 20mm.

[0060] The main longitudinal beam 4 is made of 350×350×12×19 H-shaped steel, perpendicular to the moving direction of the mobile mold machine. In some embodiments of this solution, the secondary longitudinal beam 6 is provided with two layers, and is made of 250×250×9×14 H-shaped steel, and both ends are respectively connected to the lifting and sliding beam 78 vertically by welding.

[0061] A mirror-image triangular support frame 7 and a crane moving track 8 are welded on the top of the main longitudinal beam 4. The triangular support frame 7 is made of H-shaped steel with a model of 250×250×9×14 and is triangular in shape. The bottom end is connected to the main longitudinal beam 4 by bolts; the crane moving track 8 is made of steel plate with a thickness of 10 mm and has a "U"-shaped cross section.

[0062] The main cross beam 9 and the secondary cross beam 10 are both rolled from H-shaped steel of model 250×250×9×14, and are arranged parallel to the moving direction of the mobile mold machine, so that the main cross beam 9 is connected to the main longitudinal beam 4 by bolts. In some embodiments of this solution, the secondary cross beam 10 is provided with two layers, and the two ends of the secondary cross beam 10 are connected to the vertical legs 1 by bolts.

[0063] A formwork foundation 11 is constructed in advance on the designed gate, and the formwork foundation 11 is cast with concrete of grade C30 and has a thickness of 30 cm.

[0064] A leg inner support 12 is arranged between the vertical leg 1 and the formwork foundation 11, and the leg inner support 12 is firmly welded to the vertical leg 1. The leg inner support 12 includes a screw and a nut with a diameter of 60 mm. The screw is connected to both sides of the nut and the tightening directions of the screws on both sides of the nut are opposite.

[0065] A bottom cross beam 13 is welded at the bottom end of the vertical support leg 1 , and the bottom cross beam 13 is formed by rolling a steel plate with a thickness of 20 mm.

[0066] The combined walking system includes a mold frame moving wheel 14 arranged at the lower part of the bottom cross beam 13, and the mold frame moving wheel 14 adopts a steel guide roller with a diameter of 6 inches;

[0067] The moving position of the mold frame moving wheel 14 is controlled by the driving device 15, so that the mold frame moving wheel 14 moves along the guide track 68 at a speed of 10 to 30 m / min. The driving device 15 adopts a backpack-type integrated driving motor, and the guide track 68 is rolled from a steel plate with a thickness of 3 mm and a "U"-shaped cross section.

[0068] Two rows of mirror-image height adjustment supports 16 are arranged on both sides of the bottom cross beam 13. The height adjustment supports 16 include screws and nuts with a diameter of 60 mm. The screws are connected to both sides of the nuts, and the tightening directions of the screws on both sides of the nuts are opposite. Support steel plates are respectively arranged at both ends of the height adjustment supports 16.

[0069] The template system includes an inner template 17, an outer template 18 and an end template 19. The inner template 17, the outer template 18 and the end template 19 are all rolled from a steel plate with a thickness of 3 mm. A template limiting groove 49 corresponding to the position of the inner template 17 and the outer template 18, as well as holes for the first cross bracing beam 23 and the second cross bracing beam 25 to pass through are arranged on the end template 19. The width of the template limiting groove 49 is 5 mm and the depth is 2 cm.

[0070] The template vertical support beam 20 includes a first vertical support beam 22 and a second vertical support beam 24, and the template transverse support beam 21 includes a first transverse support beam 23 and a second transverse support beam 25. The first vertical support beam 22, the second vertical support beam 24, the first transverse support beam 23 and the second transverse support beam 25 are all rolled from a steel plate with a thickness of 10 mm and a width of 20 cm. The first vertical support beam 22 and the first transverse support beam 23 are sequentially arranged on the side of the outer template 18 away from the inner template 17, and the second vertical support beam 24 and the second transverse support beam 25 are sequentially arranged on the side of the inner template 17 facing the vertical support leg 1, and the template vertical support beam 20 and the template transverse support beam 21 are made perpendicular to each other.

[0071] Formwork pressing bolts 80 for pressing the outer formwork 18 and the inner formwork 17 are respectively arranged at the top of the first vertical support beam 22 and the second vertical support beam 24, and a formwork outer support 81 connected to the formwork foundation 11 is arranged at the bottom, and the formwork pressing bolts 80 are hexagonal bolts of model M30. The formwork outer support 81 includes a screw and a nut with a diameter of 30 mm, and the screw is connected to both sides of the nut, and the tightening directions of the screws on both sides of the nut are opposite.

[0072] A tensioning device 26 is arranged between the first cross bracing beam 23 and the second cross bracing beam 25, and the tensioning device 26 includes a hollow screw 28, a bolt sleeve 27 and an anti-filter membrane cloth 29 from the inside to the outside, and a connecting hole 30 is arranged on the side wall of the bolt sleeve 27 to connect the hollow screw 28 with the maintenance water pipe 31; the bolt sleeve 27 is rolled from a steel pipe with a diameter of 50 mm, and the connecting hole 30 has a diameter of 20 mm; the hollow screw 28 has a diameter of 20 mm; the anti-filter membrane cloth 29 is made of geotextile; the maintenance water pipe 31 is connected to the water supply tank 82, and a water pump with a lift of 10 m is arranged in the water supply tank 82.

[0073] The lateral position of the second vertical support beam 24 and the inner template 17 is controlled by an inner mold positioning body 32 vertically welded between the vertical support leg 1 and the second vertical support beam 24. The inner mold positioning body 32 includes a screw and a nut with a diameter of 30 mm. The screw is connected to both sides of the nut, and the tightening directions of the screws on both sides of the nut are opposite.

[0074] The template shifting body 33 includes a template support wheel 34 and a support wheel positioning body 35, and the two ends of the support wheel positioning body 35 are respectively vertically welded to the beam side support plate 36 and the support wheel connecting body 37; the template support wheel 34 adopts a guide roller with a diameter of 3 inches; the support wheel positioning body 35 adopts a hydraulic jack with a stroke of 30 cm; the beam side support plate 36 and the support wheel connecting body 37 are both rolled from a steel plate with a thickness of 20 mm, and the beam side support plate 36 is vertically welded to the template vertical support beam 20.

[0075] An anti-floating support pier 38 is welded on the upper part of the first vertical support beam 22, and an anti-floating top pressure body 40 is arranged between the anti-floating support pier 38 and the control slide groove 39 on the lower surface of the main longitudinal beam 4; the anti-floating support pier 38 is rolled from a steel plate with a thickness of 10 mm and has a right-angled trapezoidal cross section.

[0076] The position control chute 39 is made of rolled steel plate with a thickness of 10 mm and a width of 20 cm. A sliding groove with a "T"-shaped cross section is arranged on the position control chute 39 , and the position control chute 39 is welded to the lower surface of the main longitudinal beam 4 .

[0077] The anti-floating top pressure body 40 includes a screw and a nut with a diameter of 30 mm, and the tightening directions of the screws on both sides of the nut are opposite, so that one end of the anti-floating top pressure body 40 is provided with a connecting plate that can move along the control slide groove 39, and the other end is vertically welded to the anti-floating support pier 38.

[0078] The first crane 41, the second crane 42, the third crane 43 and the fourth crane 44 are all provided with pulleys movable along the crane moving rail 8; the second sling 45, the third sling 47, the fourth sling 48 and the fifth sling 46 are all made of steel wire ropes with a diameter of 30 mm.

[0079] A leg clamp 51 is provided on the vertical leg 1 . The leg clamp 51 is made of a steel plate with a thickness of 10 mm and includes two identical clamp plates. The cross-sectional shape of the leg clamp 51 is the same as that of the vertical leg 1 .

[0080] A positioning end beam 50 is vertically welded on the leg clamp 51, and an inner mold positioning plate 52 and an outer mold positioning plate 53 are vertically welded on the positioning end beam 50, so that the inner mold positioning plate 52 and the outer mold positioning plate 53 are respectively located on the outside of the inner mold plate 17 and the outer mold plate 18, the positioning end beam 50, the inner mold positioning plate 52, and the outer mold positioning plate 53 are all rolled from a steel plate with a thickness of 10 mm, and screw holes are reserved on the inner mold positioning plate 52 and the outer mold positioning plate 53 for the inner mold adjusting pin 54 and the outer mold adjusting pin 55 to pass through.

[0081] The inner mold adjusting bolt 54 and the outer mold adjusting bolt 55 are both hexagonal bolts of model M30. The second cross bracing beam 25 and the first cross bracing beam 23 are pushed and adjusted by the inner mold adjusting bolt 54 and the outer mold adjusting bolt 55 respectively, so as to control the positions of the second cross bracing beam 25 and the first cross bracing beam 23.

[0082] Curing holes 56 are provided on the end template 19, the diameter of the curing holes 56 is 10 cm, and they are arranged in a plum blossom shape along the plane of the end template 19; an interface network 58 is provided at the joint interface between the curing holes 56 and the concrete 57, and the interface network 58 uses a glass fiber grid.

[0083] An oblique strut 59 is arranged on the side of the end formwork 19 away from the concrete 57, and the oblique strut 59 is connected to the end formwork beam 60 on the end formwork 19 through a strut ball joint 61; the oblique strut 59 includes a screw and a nut with a diameter of 30 mm, and the tightening directions of the screws on both sides of the nut are opposite; the end formwork beam 60 is rolled from a steel plate with a thickness of 10 mm and is welded to the end formwork 19; the strut ball joint 61 adopts a universal ball joint with a diameter of 30 mm.

[0084] Concrete 57 adopts commercial concrete with a label of C30.

[0085] The control system includes a beam dynamometer 62 , a sling dynamometer 63 , an upper distance meter 64 , a lower distance meter 65 , a horizontal ruler 66 and a panoramic camera 67 .

[0086] A beam dynamometer 62 is respectively arranged at both ends of the secondary beam 10. The beam dynamometer 62 is closely arranged on the upper surface of the secondary beam 10. The beam dynamometer 62 is used to test the force of the secondary beam 10 during the movement of the beam guide rail 2. The beam dynamometer 62 adopts a force sensor with a range of 50KN.

[0087] The verticality of the vertical leg 1 is tested by means of a horizontal ruler 66 on the vertical leg 1, and the horizontal ruler 66 is a digital level ruler;

[0088] An upper rangefinder 64 and a lower rangefinder 65 are arranged between the second vertical support beam 24 and the vertical support leg 1. The upper rangefinder 64 and the lower rangefinder 65 are used to test the verticality of the second vertical support beam 24. The upper rangefinder 64 and the lower rangefinder 65 are laser rangefinders with an accuracy of 0.1 mm.

[0089] The cable dynamometer 63 is a cable dynamometer with a measuring range of 300 KN and is disposed at the bottom ends of the second cable 45 , the third cable 47 , the fourth cable 48 and the fifth cable 46 .

[0090] Panoramic cameras 67 are arranged at both ends of the main longitudinal beam 4 to monitor the working status of the mobile mold machine. The panoramic camera 67 adopts a 360° wide-angle panoramic camera.

[0091] A pair of center of gravity adjusting bodies 69 are arranged on the upper surface of the main longitudinal beam 4, and an adjusting counterweight body 70 is arranged on the center of gravity adjusting body 69. The center of gravity adjusting body 69 can move along the main longitudinal beam 4. The center of gravity position of the adjusting counterweight body 70 is adjusted by the center of gravity adjusting body 69, so that the verticality deviation of the vertical leg 1 is controlled within ±0.2°; the center of gravity adjusting body 69 and the adjusting counterweight body 70 are connected by a connecting ball joint 83. The adjusting counterweight body 70 adopts a cast iron counterweight block weighing 500kg, and the connecting ball joint 83 adopts a universal ball joint with a diameter of 3cm.

[0092] A limit frame groove 84 is provided on the outer periphery of the adjustable counterweight body 70 . The limit frame groove 84 is formed by rolling a steel plate with a thickness of 10 mm and is fixed to the main longitudinal beam 4 by welding.

[0093] Among them, the construction control method of the mobile mold machine for the large cantilever assembled ship lock chamber is as follows:

[0094] Step 1) connect the panoramic camera to the external video monitoring system, and monitor the stability of the mold machine support system and the on-site construction status in real time through the panoramic camera;

[0095] Step 2) Use the lower distance meter and the upper distance meter to measure the distance between the vertical support leg and the second vertical support beam, control the length of the inner mold control positioner through the external hydraulic servo system, and use the readings of the lower distance meter and the upper distance meter to control the verticality of the second vertical support beam. When the verticality exceeds ±0.1°, use the hydraulically controlled inner mold control positioner to control the verticality of the second vertical support beam and the inner template. The verticality calculation formula is as follows:

[0096]

[0097] Step 3) Use the horizontal ruler on the vertical leg to test the verticality of the vertical leg, and adjust the center of gravity of the counterweight through the center of gravity adjustment body on the upper surface of the main longitudinal beam to control the verticality deviation of the vertical leg within ±0.2°; During the installation of the inner template, first use the horizontal ruler to test the verticality of the vertical leg, and adjust the center of gravity of the counterweight to control the verticality deviation of the vertical leg within ±0.1°;

[0098] Step 4), using a sling dynamometer to test the cable tension of the second sling, the third sling, the fourth sling and the fifth sling during the movement of the formwork system and the concrete pouring process, and when the cable tension changes by 10% compared with the normal value, a safety warning is issued;

[0099] Step 5), a beam dynamometer is attached to the upper surface of the secondary longitudinal beam, and the tensile stress of the secondary longitudinal beam is tested by the beam dynamometer. When the secondary derivative of the stress-time curve of the beam dynamometer is greater than 0, a vertical leg stability warning is issued.

Claims

1. Large cantilever assembled lock chamber mobile mold machine, characterized by: include: Formwork machine support system, combined walking system, formwork system, control system and concrete pouring system; The mold machine support system comprises a vertical support leg (1); a lifting beam guide rail (2) is provided on the inner side of the vertical support leg (1); a lifting beam winding machine (3) is provided on the top of the lifting beam guide rail (2); a first sling (5) is connected to the lifting beam winding machine (3); a main longitudinal beam (4) is provided on the top of two mirror-opposite vertical support legs (1); lifting sliding beams (78) are provided at both ends of the secondary longitudinal beam (6); the lifting sliding beams (78) are slidably connected to the lifting beam guide rail (2) and can move up and down along the lifting beam guide rail (2); when installing the secondary longitudinal beam (6), the first The sling (5) is connected to the secondary longitudinal beam (6), and the secondary longitudinal beam (6) is slidably lifted along the beam lifting guide rail (2) to a designed height through the beam lifting and pulling machine (3) and the first sling (5); a mirror-image-opposite triangular support frame (7) and a crane moving track (8) are arranged on the upper part of the main longitudinal beam (4); a main cross beam (9) and a secondary cross beam (10) are arranged between adjacent main longitudinal beams (4); a leg inner support (12) is arranged between the vertical leg (1) and the formwork foundation (11), and a bottom cross beam (13) is arranged at the bottom end of the vertical leg (1); The combined walking system comprises a mold frame moving wheel (14) arranged at the lower part of the bottom cross beam (13), the mold frame moving wheel (14) being connected to a driving device (15), and the driving device (15) drives the mold frame moving wheel (14) to rotate and drive the mold machine support system to move; two rows of mirror-image-opposite height adjustment supports (16) are arranged on both sides of the bottom cross beam (13); The formwork system comprises an inner formwork (17), an outer formwork (18) and an end formwork (19); a first vertical support beam (22) and a first horizontal support beam (23) are sequentially arranged on the side of the outer formwork (18) facing away from the inner formwork (17); a formwork outer support (81) is arranged between the first vertical support beam (22) and the formwork base (11); a second vertical support beam (24) and a second horizontal support beam (25) are sequentially arranged on the side of the inner formwork (17) facing the vertical support leg (1); and a tensioning device (26) is arranged between the first horizontal support beam (23) and the second horizontal support beam (25) on the same side outside the vertical support leg (1); The pulling device (26) comprises a bolt sleeve (27), a hollow screw (28) and an anti-filter membrane cloth (29). The two ends of the bolt sleeve (27) respectively support the inner template (17) and the outer template (18). The hollow screw (28) passes through the bolt sleeve (27). The anti-filter membrane cloth (29) is wrapped around the outer side of the bolt sleeve (27). A connecting hole (30) is provided on the side wall of the bolt sleeve (27). A through hole is provided on the hollow screw (28). One end of the hollow screw (28) is connected to a maintenance water pipe (31). The first vertical support beam (22) and the second vertical support beam (24) together constitute the template vertical support beam (20), and the first cross support beam (23) and the second cross support beam (25) together constitute the template cross support beam (21); an inner mold position control body (32) is arranged between the vertical support leg (1) and the adjacent template vertical support beam (20), and the lateral position of the template vertical support beam (20) and the inner template (17) is controlled by the inner mold position control body (32); a template displacement body (33) is arranged at the bottom end of the template vertical support beam (20), and the template displacement body (33) includes a template support wheel (34) and a support wheel positioning body (35), the upper end of the support wheel positioning body (35) is connected to a beam side support plate (36) arranged on the template vertical support beam (20), and the lower end of the support wheel positioning body (35) is connected to a support wheel connecting body (37), and the template support wheel (34) is arranged at the lower end of the support wheel connecting body (37); An anti-floating support pier (38) is arranged on the upper part of the first vertical support beam (22) outside the outer formwork (18), and an anti-floating top pressure body (40) is arranged between the anti-floating support pier (38) and a position control slide groove (39) on the lower surface of the main longitudinal beam (4); a first crane (41), a second crane (42), a third crane (43) and a fourth crane (44) are arranged on the crane moving track (8), a second sling (45) and a fifth sling (46) are respectively arranged on the first crane (41) and the fourth crane (44), and a second crane (42) and a third crane (43) are respectively arranged on the second crane (42) and the third crane (43) A third sling (47) and a fourth sling (48) are provided; end templates (19) are provided between the two ends of the inner template (17) and the outer template (18); maintenance holes (56) are provided on the end template (19); an interface network (58) is provided at the joint interface between the maintenance holes (56) and the concrete (57); an oblique support rod (59) is provided between the side of the end template (19) away from the concrete (57) and the formwork foundation (11); the oblique support rod (59) is connected to the end template crossbeam (60) on the end template (19) through a support rod ball joint (61); The control system comprises a beam dynamometer (62), a sling dynamometer (63), an upper distance meter (64), a lower distance meter (65), a horizontal ruler (66) and a panoramic camera (67); the beam dynamometer (62) is arranged on the upper surface of the secondary longitudinal beam (6); the sling dynamometer (63) is respectively arranged at the bottom ends of the second sling (45), the third sling (47), the fourth sling (48) and the fifth sling (46); the sling dynamometer (63) is used to measure the tension of the second sling (45), the third sling (47), the fourth sling (48) and the fifth sling (46); the horizontal ruler (66) is arranged on the vertical support leg (1); the upper distance meter (64) and the lower distance meter (65) are respectively arranged on the vertical support leg (1), and the upper distance meter (64) is located above the lower distance meter (65); The concrete pouring system comprises an external concrete pouring device and a direction-adjusting and vibrating device (71). The direction-adjusting and vibrating device (71) is arranged below the main longitudinal beam (4). The direction-adjusting and vibrating device (71) comprises a rope reel (72), a vibrator (75), a guide pipe section (74), and a side expander (76). The rope reel (72) is arranged at the lower end of the main longitudinal beam (4). A height reel (73) is arranged on the rope reel (72). The lower end of the height reel (73) is connected to the guide pipe section (74). Two side expanders (76) are evenly spaced along the circumferential direction on the outer wall of the guide pipe section (74). The lower end of the guide pipe section (74) is connected to the vibrator (75). The vibrator (75) and the guide pipe section (74) are connected via a flexible connecting section (77).

2. The large cantilever assembled ship lock chamber mobile mold machine according to claim 1 is characterized in that: The side expander (76) is a cylindrical airbag formed by sewing rubber sheets with a thickness of 1 mm, and the cylindrical airbag is connected to the air pump through a flexible air-filling pipe; the flexible connecting section (77) is a spring.

3. The large cantilever assembled lock chamber mobile mold machine according to claim 2 is characterized in that: During the construction of the concrete pouring system, firstly, an external concrete pouring device is used to pour concrete in layers into the cavity formed by the inner formwork (17), the outer formwork (18) and the end formwork (19), and then a direction adjustment vibrating device (71) arranged below the main longitudinal beam (4) is used to vibrate and compact the concrete; during the concrete vibrating process, the height of the guide pipe section (74) and the vibrator (75) is first controlled by a hanging rope winding machine (72) and a height winding rope (73); after the concrete is initially set, water is pressed into the screw sleeve through a hollow screw (28) and water is supplied to the concrete (57) through a connecting hole (30) for curing; after the concrete is hardened, the tension device (26) on the outer formwork (18) and the end formwork (19) is first released. The first crane (41), the second crane (42), the third crane (43) and the fourth crane (44) are then moved along the crane moving track (8) in a direction away from the inner template (17) or the outer template (18), the second sling (45) and the fifth sling (46) are connected to the outer template (18), the third sling (47) and the fourth sling (48) are connected to the inner template (17), and the second sling (45), the third sling (47), the fourth sling (48) and the fifth sling (46) are respectively used to apply a pulling force away from the concrete direction to the outer template (18) and the inner template (17), so that the outer template (18) and the inner template (17) are separated from the concrete.

4. The large cantilever assembled ship lock chamber mobile mold machine according to claim 1 is characterized in that: A leg clamp (51) is provided on the vertical leg (1), a positioning end beam (50) is provided on the leg clamp (51), and an inner mold positioning plate (52) and an outer mold positioning plate (53) are provided on the positioning end beam (50); the inner mold positioning plate (52) and the outer mold positioning plate (53) are respectively connected to an inner mold position adjusting bolt (54) and an outer mold position adjusting bolt (55), the inner mold position adjusting bolt (54) and the outer mold position adjusting bolt (55) respectively correspond to the second cross bracing beam (25) and the first cross bracing beam (23), and the positions of the second cross bracing beam (25) and the first cross bracing beam (23) are respectively controlled by the inner mold position adjusting bolt (54) and the outer mold position adjusting bolt (55) on the inner mold positioning plate (52) and the outer mold positioning plate (53).

5. The large cantilever assembled ship lock chamber mobile mold machine according to claim 1 is characterized in that: A center of gravity adjusting body (69) is arranged on the upper surface of the main longitudinal beam (4), and an adjusting counterweight body (70) is arranged on the center of gravity adjusting body (69). The center of gravity adjusting body (69) can move along the main longitudinal beam (4), and the center of gravity position of the adjusting counterweight body (70) can be adjusted by the center of gravity adjusting body (69). The center of gravity adjusting body (69) and the adjusting counterweight body (70) are connected via a connecting ball joint (83).

6. The large cantilever assembled ship lock chamber mobile mold machine according to claim 1, characterized in that: Before the mold machine support system moves, the height of the template support wheel (34) is first controlled by the support wheel positioning body (35) so that the template support wheel (34) is connected to the mold frame base (11), and then the mold frame moving wheel (14) is moved along the guide track (68) at a speed of 10 to 30 m / min with the help of the driving device (15).

7. The large cantilever assembled ship lock chamber mobile mold machine according to claim 1, characterized in that: The construction control methods are as follows: Step 1), connecting the panoramic camera (67) to an external video monitoring system, and monitoring the stability of the mold machine support system and the on-site construction status in real time through the panoramic camera (67); Step 2), using the lower distance meter (65) and the upper distance meter (64) to measure the distance between the vertical support leg (1) and the second vertical support beam (24), the length of the inner mold control position body (32) is controlled by the external hydraulic servo system, and the verticality of the second vertical support beam (24) is controlled by the readings of the lower distance meter (65) and the upper distance meter (64). When the verticality exceeds ±0.1°, the hydraulically controlled inner mold control position body (32) is used to control the verticality of the second vertical support beam (24) and the inner template (17). The verticality calculation formula is as follows: Step 3), using the horizontal ruler (66) on the vertical leg (1) to test the verticality of the vertical leg (1), and adjusting the center of gravity of the counterweight (70) through the center of gravity adjustment body (69) on the upper surface of the main longitudinal beam (4), so that the verticality deviation of the vertical leg (1) is controlled within ±0.2°; during the installation of the inner template (17), first use the horizontal ruler (66) to test the verticality of the vertical leg (1), and by adjusting the center of gravity of the counterweight (70), the verticality deviation of the vertical leg (1) is controlled within ±0.1°; Step 4), using a sling dynamometer (63) to test the cable tension of the second sling (45), the third sling (47), the fourth sling (48) and the fifth sling (46) during the movement of the formwork system and the pouring of concrete, and when the cable tension changes by 10% compared with the normal value, a safety warning is issued; Step 5), the beam dynamometer (62) is attached to the upper surface of the secondary longitudinal beam (6), and the tensile stress of the secondary longitudinal beam (6) is tested by the beam dynamometer (62). When the secondary derivative of the stress-time curve of the beam dynamometer (62) is greater than 0, a stability warning of the vertical support leg (1) is issued.

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