An intelligent integrated high-rise building machine

Abstract

The present invention provides an intelligent integrated high-rise building machine, including a top-level construction platform, an external protective construction platform and an internal protective construction platform are arranged on the lower end surface of the top-level construction platform along its circumference, and a large template system connected to the top-level construction platform is arranged between the external protective construction platform and the internal protective construction platform, and the large template system includes an inner wall template, an outer wall template, a stop plate rotating connector, and a stop plate, and the stop plate rotating connector includes an upper connecting plate and a lower connecting plate; and a clamping rod, the upper end of the clamping rod is connected to the inner template, and the lower end is connected to the stop plate. The stop plate design can realize the synchronous concrete pouring construction of the same layer of the floor slab lagging behind the wall column, so that the inner wall template forms a large template system, which brings unlimited space for construction mechanization.

Description

Technical Field

[0001] The present invention relates to a multifunctional construction platform for pouring concrete for high-rise building walls, and in particular to a multifunctional jacking intelligent integrated building machine (construction platform) for high-rise buildings, which can carry a large template with a vibrator, a hydraulic concrete placing machine, a boom crane, concrete curing, and a protective platform for internal and external multi-layer construction. Background Art

[0002] At present, when the floor slab lags behind the concrete pouring of the wall column in the construction industry, wire mesh is added at two concrete sections to intercept it. If there is a large demand for construction, a lot of manpower and materials will be consumed, and the construction time will be prolonged due to the increase in construction procedures. Summary of the invention

[0003] In view of the deficiencies in the prior art, the present invention provides an intelligent integrated high-rise building construction machine. Through the stop plate design, synchronous concrete pouring construction of the floor slab and the wall column on the same layer can be achieved, thereby forming a large template system for the inner wall templates, bringing unlimited space for construction mechanization.

[0004] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an intelligent integrated high-rise building construction machine, which includes a top-level construction platform, an external protective construction platform, an internal protective construction platform, a large external wall formwork, a large internal wall formwork, a hydraulic placing machine, a boom crane, a hydraulic jacking power mechanism, a concrete curing system, a spray dust reduction system, an attached mobile toilet, an intelligent management and control system, and safety protection for the edge of the finished layer.

[0005] The top construction platform is composed of main beams, secondary beams, platform beams, platform plates, protective railings, etc. An external protective construction platform and an internal protective construction platform are arranged along the circumference of the lower end surface of the construction platform.

[0006] The external construction platform includes several layers of construction platforms available for construction, including steel bar tying platform, concrete pouring platform, exterior wall formwork demoulding and moulding reinforcement platform, exterior wall decoration platform, etc. The platform and the exterior wall are fully enclosed and / or semi-enclosed, and the outside of the platform is fully enclosed with steel mesh with openings no larger than 6MM to provide construction personnel with a full range of safe protection space, and at the same time can effectively control the dangerous accidents of falling materials from high altitude.

[0007] The external construction platform can be fixed on the outer main beam, secondary beam and / or platform beam of the intelligent integrated high-rise building machine with bolts, and be lifted synchronously with the intelligent integrated high-rise building machine. It can also be hung on the outer main and secondary beams of the building machine with a winch mechanism, and be lifted synchronously with the building machine, or it can be raised or lowered alone with the winch mechanism.

[0008] The internally-mounted construction platform includes several construction platform layers available for construction, a steel bar tying platform, a concrete pouring platform, an inner wall formwork demolding and mold closing reinforcement platform, and the platform and the wall are semi-enclosed. The internally-mounted construction platform can be fixed to the inner main beam, secondary beam and / or platform beam of the intelligent integrated high-rise building construction machine with bolts, and can be lifted synchronously with the intelligent integrated high-rise building construction machine.

[0009] A large template system connected to the working platform is set between the external protection construction platform and the internal protection construction platform.

[0010] The large formwork system includes inner wall formwork, outer wall formwork, tie rods, and positioning pins.

[0011] When pouring exterior walls:

[0012] The outer end surface of the inner side template of the wall has a first back rib, and the first back rib has a first positioning hole.

[0013] The outer end surface of the outer wall template has a second back rib, and the second back rib has a fourth positioning hole.

[0014] The tie rod has a second positioning hole and a third positioning hole arranged at intervals, the second positioning hole is coaxial with the first positioning hole, and the third positioning hole is coaxial with the fourth positioning hole.

[0015] The positioning pin includes a first positioning pin and a second positioning pin. The first positioning pin is installed in the first and second positioning holes, and the second positioning pin is installed in the third and fourth positioning holes.

[0016] In the axial direction of the tie rod where the third positioning hole points to the second positioning hole, the tie rod obliquely upward passes through the second back rib and the first back rib in sequence.

[0017] Based on the above solution, as a preference, in the axial direction of the tie rod from the third positioning hole to the second positioning hole, the diameter of the tie rod becomes smaller, and a steel wire rope is provided at the end.

[0018] The material of the tie rod is stainless steel or galvanized.

[0019] The first positioning pin and the second positioning pin have steel wire ropes at their ends.

[0020] The first, second, third and fourth positioning holes are all rectangular through holes.

[0021] The first positioning pin and the second positioning pin are both made of rectangular flat steel.

[0022] When pouring interior walls:

[0023] The inner wall pouring is reinforced with inner formwork and inner formwork, and the tie rods pass through the back ribs on the inner formwork horizontally in sequence. The rest is the same as the outer wall pouring method.

[0024] On the basis of the above scheme, as a preference, a spray system for concrete curing and a spray system for dust reduction are arranged above the large formwork and below the top construction platform.

[0025] On the basis of the above scheme, as a preferred embodiment, a toilet, a tea room, a smoking area, a tool box, and an equipment operation room are set up above the construction platform.

[0026] On the basis of the above scheme, as a preferred embodiment, it also includes a stopper plate rotating connector and a stopper plate, the stopper plate rotating connector includes an upper connecting plate and a lower connecting plate, the upper connecting plate and the lower connecting plate are hinged and sealed when the upper connecting plate and the lower connecting plate are in contact, and the upper end of the upper connecting plate is fixed to the lower end of the inner wall template;

[0027] The lower end surface of the stop plate is a plane, and in the inward direction of the inner wall template, the stop plate has a first end and a second end, and the first end is fixedly connected to the lower end of the lower connecting plate; and

[0028] A clamping rod is used to fix the positions of the upper connecting plate and the lower connecting plate after relative rotation, wherein the upper end of the clamping rod is connected to the inner template, and the lower end is connected to the stop plate.

[0029] Based on the above scheme, as a preferred embodiment, a vertical pole is provided on the inner side template of the wall facing inward, and a plurality of pin holes are provided on the vertical pole. The pins pass through the pin holes and the holes at the upper ends of the clamping rods.

[0030] The stop plate has a connecting portion connected to the clamping rod, and the connecting portion has a pin hole. The pin passes through the pin hole and the hole at the lower end of the clamping rod.

[0031] The upper connecting plate has an upper reinforcing rib on its inward end surface, and the lower connecting plate has a lower reinforcing rib on its inward end surface. The lower end of the upper reinforcing rib and the upper end of the lower reinforcing rib have slopes that are arranged opposite to each other in the vertical direction.

[0032] The upper connecting plate and the lower connecting plate are hinged by piano hinges.

[0033] The upper connecting plate and the inner template are integrally formed, and the lower connecting plate and the stop plate are integrally formed.

[0034] On the basis of the above solution, preferably, a vibrator is installed on the inner wall formwork and / or the outer wall formwork.

[0035] On the basis of the above scheme, as a preferred embodiment, the vibrator is a variable frequency vibrator, and the parameters of the variable frequency vibrator are: motor power is 1.5KW--5.5KW, 220V or 380V voltage.

[0036] Based on the above solution, as a preference, an inclination sensor is provided on the outer end surface of the inner wall formwork and / or the outer wall formwork, and the inclination sensor is fixedly mounted on the back rib.

[0037] The tilt sensor is electrically connected to the alarm device or the control switch of the concrete pouring equipment.

[0038] The tilt sensor is also electrically connected to an alarm device, which is a voice alarm or a buzzer.

[0039] Based on the above solution, as a preferred embodiment, a threaded sleeve is installed on the edge side of the inner wall template corresponding to the wall on which the protective net needs to be hung, and the screw rod passes through the inner wall template and is threadedly connected to the threaded sleeve.

[0040] The inner end face of the thread sleeve on the axial direction is in contact with the template.

[0041] The wire sleeve is a blind hole type wire sleeve.

[0042] Based on the above solution, as a preference, a guide rail is provided on the upper end surface of the working platform, and a base which can move along the guide rail is installed on the guide rail.

[0043] The base is fixedly connected to the guide rail via a detachable connector.

[0044] The base is connected with a driving mechanism which drives the base to move along the guide rail after the detachable connecting piece is removed.

[0045] Based on the above solution, preferably, the guide rails are two parallel guide rails, and the base and the guide rails are in rolling cooperation.

[0046] The base includes a support plate and movable guide plates arranged on both sides of the lower end surface of the support plate. The guide rails are located between the movable guide plates. The detachable connecting parts are screws. The screws pass through the support plate and are fixedly connected to the guide rails. There are two guide rails. The bottom of the support plate is provided with four roller trolleys, and two roller trolleys are installed on each guide rail.

[0047] The roller trolley comprises a connecting plate fixed at the bottom, a first side plate and a second side plate are extended downward at both ends of the connecting plate, an intermediate plate is extended downward in the middle of the connecting plate, the first side plate, the second side plate and the intermediate plate constitute a roller frame, rollers are arranged between the first side plate, the second side plate and the intermediate plate, the roller shaft extends out from the outside of the first side plate through the first side plate, the roller, the intermediate plate, the roller and the second side plate, and the roller shaft is fixedly matched with the roller frame in the axial direction by the roller pin shaft, the roller shaft coincides with the roller axis, and the side surface of the roller protrudes from the lower end of the roller frame,

[0048] The driving mechanism is a winch, and the winch and the base are connected by a traction wire rope.

[0049] It also includes a cantilever support trolley, a roller trolley at the bottom of the cantilever support trolley is placed on the guide rail, and the cantilever support trolley is located between the driving mechanism and the base.

[0050] It also includes an unloading platform with a gantry crane that is matched with the building construction machine and is used for the turnover of construction materials on the lower level.

[0051] Compared with the prior art, the present invention has the following beneficial effects:

[0052] 1. Through the design of the first, second, third and fourth positioning holes, the large templates inside and outside the wall can be positioned in both directions when fixed, and the positioning results are ready without secondary adjustment. Compared with traditional methods, the construction quality and efficiency are improved.

[0053] 2. By designing the free end of the tie rod to pass through the second back rib and the first back rib in sequence from the outside of the second back rib obliquely upward, a through hole inclined upward is formed on the wall of the wall inner formwork and the wall outer formwork when the concrete is poured. Rainwater will not enter the interior of the wall along the through hole, thereby achieving the purpose of waterproofing.

[0054] 3. The design of a smaller axial diameter makes it easier to drive the tie rods directly out of the wall without adding consumables such as PVC pipes.

[0055] 4. Through the design of the wire rope, the tie rod, the first positioning pin and the second positioning pin can be hung on the inner wall formwork or the outer wall formwork to prevent them from falling during use. This avoids dangerous accidents caused by falling objects from high altitudes and waste caused by material loss. At the same time, it reduces the labor waste of finding materials.

[0056] 5. The design of the stop plate can avoid the need for setting up a wire mesh, and this process is unnecessary. The narrow space formed between the stop plate and the top support formwork can effectively prevent the flow of concrete, and direct pouring can effectively save materials and labor.

[0057] 6. Through the design of the stop plate, the synchronous concrete pouring construction of the floor slab and the wall column can be realized, so that the inner wall formwork forms a large formwork system, which can be connected to the top construction platform for synchronous jacking.

[0058] 7. Through the design of the stop plate, using the outer end of the stop plate as a horizontal backing, the horizontal casting height of the floor slab on the same floor can be controlled within the quality range of ±5MM.

[0059] 8. Through the design of the stop plate, the mechanized construction machine tow bar can use the outer end of the stop plate as a horizontal support for mechanical construction of the floor surface.

[0060] 9. Through the design of the stop plate, the stop plate can be used as a passage for construction workers after the concrete pouring is completed, which can effectively prevent the construction workers from leaving footprints of varying depths on the concrete before the concrete is formed.

[0061] 10. By utilizing the vibration of variable frequency vibration and the gravity factor of concrete during pouring, the fluidity and plasticity of the poured concrete are increased, the density of the components is improved, the molding is fast, and the quality can be greatly improved.

[0062] 11. By using the variable frequency vibrator attached to the template, the positioning setting makes it possible to solve the unmanned vibration construction plan, while solving the quality problems of concrete forming with voids and honeycombs caused by inadequate manual vibration, while reducing labor.

[0063] 12. Through the design of the inclination sensor, the offset angle of the template can be observed in time to ensure that the offset of the wall during pouring is within the allowable error range.

[0064] 13. Use sound or buzzer to remind you to correct the template position in time.

[0065] 14. Through the design of the inclination sensor, the unmanned measurement construction solution becomes feasible, which greatly improves the measurement efficiency and reduces human measurement errors, thereby reducing labor.

[0066] 15. By adding a guide rail design, the guide rail can be fixed on the building machine platform, and the boom crane and / or the concrete placing boom can be fixed on the base. The base can move along the guide rail (sliding or rolling), and the detachable connector and the driving mechanism can cooperate to achieve the horizontal movement of the boom crane and / or the concrete placing boom as needed during the working process, which is convenient for operation and avoids the problems of the traditional boom crane that can only be moved up and down and horizontally by hoisting, and the time-consuming, labor-intensive and high conversion costs.

[0067] 16. By adding a guide rail design, it is not necessary to configure multiple boom cranes and / or material placing machines in ultra-long and wide construction projects, and the vertical transportation of materials required for construction can be met. At the same time, because the boom crane is installed on a self-lifting building machine platform with a horizontally movable guide rail, it is not necessary to configure a wall-mounted tower crane for supporting the building machine. This effectively avoids the frequent tower crane overturning accidents every year.

[0068] 17. The guide plate is located on both sides of the guide rail by moving it, and the clearance between it and the guide rail is small, which plays a guiding role. The screws are used as detachable connectors for fixing, which is convenient for disassembly and re-fixation for repeated work to suit different work stations.

[0069] 18. As the boom of the concrete placing machine\jib crane is long, in order to avoid the machine body from tipping over during the transfer process, the cantilever is kept horizontal by the cantilever support trolley to facilitate horizontal movement.

[0070] 19. Through the design of the external construction protection platform, the external construction platform can be fixed to the outer main beam, secondary beam and / or platform beam of the building construction machine with bolts, and can be lifted synchronously with the building construction machine. Compared with the traditional attached lifting scaffolding, because there is no requirement for the three-layer wall-mounted mechanism to prevent overturning, it can provide more construction platforms to meet the construction platform layers required by various types of work.

[0071] 20. Through the design of the external construction protection platform, the external construction platform can be fixed on the outer main beam, secondary beam and / or platform beam of the building construction machine with bolts. Compared with the traditional attached lifting scaffolding, because it is hung on the main frame and has no external wall attachment mechanism, it can absolutely prevent the safety accidents of overturning and falling of the external frame.

[0072] 21. Through the design of the external construction protection platform, it can also be hung on the main and secondary beams on the outside of the building machine with a winch mechanism to rise or fall separately. Compared with the traditional attached lifting scaffolding, the traditional attached lifting scaffolding can only rise to the top and then fall. The external construction protection platform can separate the lowest construction platform during the flow construction process, rise or fall separately, which can meet the construction needs of the exterior wall decoration process.

[0073] 22. Safety protection of the edge of the finished layer: Through the design of the thread sleeve and the screw rod, the thread sleeve can be embedded inside the casting, such as the wall, during the pouring. After the pouring is completed, the screw rod can be removed by turning the screw rod. When edge protection is required, it is only necessary to screw the threaded part on the protective net to the thread sleeve. Its repeated use can realize the standardization of the position of the embedded thread sleeve, and then realize the standardized production of the protective net. At the same time, there is no need to perform secondary construction on the wall when installing the protective net. The advantage of contact fit is that it can avoid the problem that the concrete solidifies in the gap between the thread sleeve and the formwork during the pouring process, which makes it difficult to remove the screw rod later and easily damages the casting, such as the wall. The screw rod does not protrude from the outer end face of the screw rod in the axial direction, which can avoid the problem that the concrete solidifies on the screw rod during the pouring process, so that the screw rod is embedded in the concrete, which makes it difficult to remove the screw rod later and easily damages the casting, such as the wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0074] Figure 1 It is a schematic diagram of the stop plate mold closing;

[0075] Figure 2 It is a schematic diagram of the stop plate demoulding;

[0076] Figure 3 It is a schematic diagram of fixing the outer wall formwork and the inner wall formwork through tie rods;

[0077] Figure 4 It is a schematic diagram of installing a vibrator on the inner side formwork of a wall;

[0078] Figure 5 This is a schematic diagram of the coordination between the boom crane and the guide rail;

[0079] Figure 6 This is a schematic diagram of the coordination between the guide rail and the base;

[0080] Figure 7 This is a schematic diagram of the coordination between the guide rail and the winch;

[0081] Figure 8 It is a schematic diagram of the coordination between the wire sleeve and the inner side formwork of the wall. DETAILED DESCRIPTION

[0082] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0083] Existing high-rise building concrete wall pouring mostly uses loose wooden formwork and / or loose aluminum alloy formwork, external frame protection mostly uses double-row scaffolding or attached lifting scaffolding, wall-mounted tower cranes are used to hoist turnover building (rebar) materials, formwork brackets, construction tools, etc., and concrete is spread by hand-pulled mobile spreaders and manual tamping. The entire operation process is complicated, labor is wasted, and quality is difficult to control. At the same time, the large number of consumables increases costs, and the entire construction process has major safety hazards.

[0084] In the technical solution of the present application, the working platform is fixed on the guide rail, the guide rail is supported by the support shoe and driven upward by the driving cylinder. The support shoe, guide rail, driving cylinder and their coordination with the working platform are disclosed in detail in the patents applied for by our company. The specific patents are: CN2018216126376, climbing system, CN2018111571743, climbing material platform, etc. Therefore, they will not be repeated in this article.

[0085] The building construction machine includes the top-level construction platform, external protection construction platform, internal protection construction platform, large external wall formwork, large internal wall formwork, hydraulic concrete placing machine, boom crane, hydraulic jacking power mechanism, concrete curing system, spray dust reduction system, attached mobile toilet implementation, intelligent management and control system, and safety protection of the edge of the completed layer.

[0086] The top construction platform is composed of main beams, secondary beams, platform beams, platform plates, protective railings, etc. An external protective construction platform and an internal protective construction platform are arranged along the circumference of the lower end surface of the construction platform.

[0087] The external construction platform includes several layers of construction platforms available for construction, including steel bar tying platform, concrete pouring platform, exterior wall formwork demoulding and moulding reinforcement platform, exterior wall decoration platform, etc. The platform and the exterior wall are fully enclosed and / or semi-enclosed, and the outside of the platform is fully enclosed with steel mesh with openings no larger than 6MM to provide construction personnel with a full range of safe protection space, and at the same time can effectively control the dangerous accidents of falling materials from high altitude.

[0088] The external construction platform can be fixed on the outer main beam, secondary beam and / or platform beam of the intelligent integrated high-rise building machine with bolts, and be lifted synchronously with the intelligent integrated high-rise building machine. It can also be hung on the outer main and secondary beams of the building machine with a winch mechanism, and be lifted synchronously with the building machine, or it can be raised or lowered alone with the winch mechanism.

[0089] The internally-mounted construction platform includes several construction platform layers available for construction, a steel bar tying platform, a concrete pouring platform, an inner wall formwork demolding and mold closing reinforcement platform, and the platform and the wall are semi-enclosed. The internally-mounted construction platform can be fixed to the inner main beam, secondary beam and / or platform beam of the intelligent integrated high-rise building construction machine with bolts, and can be lifted synchronously with the intelligent integrated high-rise building construction machine.

[0090] See also Figure 1-8 , due to the existing concrete wall casting formwork and tie rods, the tie rods are usually threaded through the thread, and the inner and outer formworks of the wall are locked by nuts. After fixing, the distance between the inner and outer formworks needs to be re-measured to ensure the thickness of the wall. The operation process is complicated, labor is wasted, and quality is difficult to control. An intelligent integrated high-rise building construction machine is designed, which includes a working platform, and an external protective construction platform and an internal protective construction platform are arranged on the lower end surface of the working platform along its circumference.

[0091] A large template system connected to the working platform is set between the external protection construction platform and the internal protection construction platform.

[0092] The large formwork system includes the inner wall formwork 1, the outer wall formwork 2, the tie rod 3, and the positioning pin.

[0093] The outer end surface of the inner side template of the wall has a first back rib, and the first back rib has a first positioning hole 4.

[0094] The outer end surface of the outer wall template has a second back rib, and the second back rib has a fourth positioning hole 7.

[0095] The tie rod has a second positioning hole 5 and a third positioning hole 6 arranged at intervals, the second positioning hole is coaxial with the first positioning hole, and the third positioning hole is coaxial with the fourth positioning hole.

[0096] The positioning pins include a first positioning pin 9 and a second positioning pin 8. The first positioning pin is installed in the first and second positioning holes, and the second positioning pin is installed in the third and fourth positioning holes.

[0097] In the axial direction of the tie rod where the third positioning hole points to the second positioning hole, the tie rod obliquely upward passes through the second back rib and the first back rib in sequence.

[0098] Through the design of the first, second, third and fourth positioning holes, the large templates inside and outside the wall can be positioned in both directions inward and outward when fixed, and the positioning result is accurate without the need for secondary adjustment.

[0099] By designing that the tie rod points from the third positioning hole to the second positioning hole and passes through the second back rib and the first back rib in the axial direction inclining upward in sequence, a through hole inclined upward is formed on the wall of the wall inner formwork and the wall outer formwork when concrete is poured. Rainwater will not enter the interior of the wall along the through hole, thereby achieving the purpose of waterproofing.

[0100] In the axial direction of the tie rod from the third positioning hole to the second positioning hole, the diameter of the tie rod becomes smaller, and a steel wire rope is provided at the end.

[0101] The material of the tie rod is stainless steel or galvanized.

[0102] The first positioning pin and the second positioning pin have steel wire ropes at their ends.

[0103] The second, third and fourth positioning holes are all rectangular through holes.

[0104] The first positioning pin and the second positioning pin are both made of rectangular flat steel.

[0105] This solution is designed to solve the problem that conventional non-variable diameter tie rods need to be covered with PVC pipes during pouring to facilitate the removal of the tie rods. The design of a smaller diameter in the axial direction is adopted to facilitate the direct removal of the tie rods from the wall without adding the consumable PVC pipe. The ends of the tie rods, the first locating pins and the second locating pins have steel wire ropes. Through the design of the steel wire ropes, the tie rods, the first locating pins and the second locating pins can be hung on the inner wall formwork or the outer wall formwork to prevent them from falling during use.

[0106] In addition, in the current building construction industry, when the floor slab lags behind the concrete pouring of the wall column, wire mesh is added at two concrete sections for interception. If a large number of construction needs are encountered, a large amount of manpower and materials will be consumed, and the construction time will be prolonged due to the increase in construction procedures. In order to meet the demand for a method for synchronous construction of the same layer of the wall body lagging behind the floor slab, on the basis of the above-mentioned scheme, the following design is adopted, including a stop plate rotating connector and a stop plate 10. The stop plate rotating connector includes an upper connecting plate 11 and a lower connecting plate 12. The upper connecting plate and the lower connecting plate are hinged and sealed when the lower end of the upper connecting plate contacts the upper end of the lower connecting member to form a mold-locked state, otherwise it is a demolded state. The upper end of the upper connecting plate is fixed to the lower end of the inner wall template;

[0107] The lower end surface of the stop plate is a plane. In the inward direction of the inner wall template, the stop plate has a first end 13 and a second end 14. The first end is fixedly connected to the lower end of the lower connecting plate; and

[0108] A clamping rod 15 is used to fix the upper connecting plate and the lower connecting plate in position after relative rotation, wherein the upper end of the clamping rod is connected to the inner template, and the lower end is connected to the stop plate.

[0109] The stop plate can rotate relative to the inner formwork, and the position after rotation is fixed by the clamping rod, and the upper connecting plate and the lower connecting member are sealed when they are in contact. The design of the stop plate can avoid the setting of the wire mesh. Without this process, the narrow space formed between the stop plate and the top support formwork can effectively prevent the flow of concrete. Direct pouring can effectively save materials and labor, and can realize the synchronous concrete pouring construction of the floor slab and the wall column on the same floor, so as to realize the formation of a large formwork system for the inner wall formwork, bringing unlimited space for construction mechanization. At the same time, the clamping rod is used to fix the relative position of the upper connecting plate and the lower connecting plate after rotation. The mold can be withdrawn without removing the stop plate, and the stop plate can be transported to the next construction area together with the inner formwork, saving materials and labor. The outer end of the stop plate serves as a horizontal backing to provide a platform for the mechanized construction drag rod, and at the same time, the horizontal pouring molding height of the same floor slab can be controlled within the high-quality range of ±5MM. Through the design of the stop plate, the stop plate can be used as a passage for construction workers after the concrete pouring is completed, which can effectively prevent the construction workers from leaving footprints of varying depths on the concrete before the concrete is formed.

[0110] More specifically, a vertical rod 16 is provided on the inner side of the wall template, and a plurality of pin holes 17 are provided on the vertical rod. The pins pass through the pin holes and the holes at the upper ends of the pressing rods.

[0111] The stop plate has a connecting portion connected to the clamping rod, and the connecting portion has a pin hole. The pin passes through the pin hole and the hole at the lower end of the clamping rod.

[0112] The upper connecting plate has an upper reinforcing rib 18 on its inward end surface, and the lower connecting plate has a lower reinforcing rib 19 on its inward end surface. The lower end of the upper reinforcing rib and the upper end of the lower reinforcing rib have slopes that are arranged opposite to each other in the vertical direction.

[0113] The upper connecting plate and the lower connecting plate are hinged by piano hinges.

[0114] The upper connecting plate is integrally formed with the inner template, and the lower connecting plate is integrally formed with the stop plate. The lower end of the upper reinforcing rib and the upper end of the lower reinforcing rib have slopes arranged in opposite directions in the vertical direction, which can maximize the upward rotation of the lower end while ensuring the strength of the upper and lower connecting plates. Through pin connection, fast, accurate and effective connection can be achieved. There are several pin holes on the vertical pole, which can be adjusted quickly. The vertical pole adopts uniform and equidistant punching to meet the connection requirements under any working conditions. One-piece molding does not require secondary assembly.

[0115] Next, a vibrator 20 is installed on the inner wall formwork and / or the outer wall formwork.

[0116] The vibrator is a variable frequency vibrator, and the parameters of the variable frequency vibrator are: motor power is 1.5KW--3.5KW, 220V or 380V voltage.

[0117] The outer end surface of the inner wall formwork and / or the outer wall formwork is provided with an inclination sensor, which is fixedly mounted on the back rib.

[0118] The tilt sensor is electrically connected to the alarm device or the control switch of the concrete pouring equipment.

[0119] The tilt sensor is also electrically connected to an alarm device, which is a voice alarm or a buzzer.

[0120] The panel of the outer or inner wall formwork is a steel plate or an aluminum plate or a wooden plywood or a plastic formwork; back ribs; the back ribs are divided into vertical and horizontal back ribs, and the back rib profiles are made of aluminum or steel, and the shape can be angular, rectangular or U-shaped.

[0121] The vibrator is fixedly mounted on the motor base, and the motor base is fixedly mounted on the first or second back rib 21 .

[0122] Among them, the vibrator is a variable frequency vibrator and a vibration motor.

[0123] For pouring of wall formwork, before pouring the wall, a variable frequency vibrator is installed on the back rib of the formwork. The vibration of the variable frequency vibrator and the gravity factor of the concrete during pouring are used to increase the fluidity and plasticity of the poured concrete, improve the quality and density of the components, and accelerate the forming process.

[0124] Among them, by installing the variable frequency vibrator on the back rib instead of directly on the template, it can be avoided that the variable frequency vibrator directly contacts the template in a small area, the vibration is concentrated, and the template is damaged during the vibration process. At the same time, the vibration of the variable frequency vibrator can be diffused through the back rib to expand the vibration range.

[0125] The model and quantity of the variable frequency vibrator are configured according to the specific size of the wall. For example, the motor power is 1.5KW--3.5KW, 220V or 380V voltage, and the effective vibration range is 1m-2.5m. Based on this data, the model can be changed and replaced according to the specific template.

[0126] Among them, the motor seat and the back rib are fixedly connected by straight hook bolts, which is more stable.

[0127] The outer end surface of the template is provided with an inclination sensor.

[0128] In order to further ensure the accuracy of the pouring results, an inclination sensor is designed. The inclination sensor is an existing mature technology, which is widely used in the angle deviation of precision equipment. It outputs real-time angle signals and is applied to the wall formwork in this field. The offset angle of the formwork can be observed in time to ensure that the offset of the wall during pouring is within the allowable error range.

[0129] The inclination sensor is electrically connected to the alarm device or the control switch of the concrete pouring equipment. For further automated control, a threshold value can be preset through the inclination sensor. When the offset exceeds the threshold value, an electrical signal is transmitted to the control switch to cut off the power to the concrete pouring equipment. This function can be only a power-off function, that is, it needs to be manually restarted after power failure.

[0130] To further ensure the timeliness of renovation, on the basis of the power-off function, the following design is adopted: the inclination sensor is also electrically connected to the alarm device, the alarm device is a voice alarm or a buzzer, and the sound or buzzer warns to remind you to correct the template position in time.

[0131] Furthermore, in order to ensure that the material placing machine and cantilever crane on the working platform can work more efficiently, a guide rail 22 is provided on the upper end surface of the working platform, and a base that can move along the guide rail is installed on the guide rail.

[0132] The base is fixedly connected to the guide rail via a detachable connector.

[0133] The base is connected with a driving mechanism which drives the base to move along the guide rail after the detachable connecting piece is removed.

[0134] By adding a guide rail design, when in use, the boom crane or the concrete placing boom is fixed on the base, and the base can move along the guide rail (sliding or rolling), and the detachable connecting parts and the driving mechanism cooperate, so that the boom crane or the concrete placing boom can be moved horizontally as needed during the work process, which is convenient for operation and avoids the time-consuming, labor-intensive and high conversion cost problems caused by the traditional boom crane or concrete placing boom that can only be moved up and down by hoisting.

[0135] More specifically, the guide rails are two parallel guide rails, and the base and the guide rails are in rolling cooperation.

[0136] The base includes a support plate 23 and movable guide plates 24 arranged on both sides of the lower end surface of the support plate. The guide rails are located between the movable guide plates. The detachable connecting parts are screws, which pass through the support plate and are fixedly connected to the guide rails. There are two guide rails, and four roller trolleys are provided at the bottom of the support plate. Two roller trolleys are installed on each guide rail. The guide rails can specifically adopt two I-beams.

[0137] The roller trolley includes a connecting plate 25 fixed at the bottom, a first side plate 26 and a second side plate 27 extending downward from both ends of the connecting plate, an intermediate plate 28 extending downward from the middle of the connecting plate, the first side plate, the second side plate and the intermediate plate constitute a roller frame, rollers 29 are arranged between the first side plate, the second side plate and the intermediate plate, a roller shaft 30 extends from the outside of the first side plate through the first side plate, the roller, the intermediate plate, the roller, and the second side plate, and the roller shaft is fixedly matched with the roller frame in the axial direction by a roller pin, the roller shaft coincides with the roller axis, and the side of the roller protrudes from the lower end of the roller frame,

[0138] The driving mechanism is a winch 31, and the winch and the base are connected by a traction wire rope 32, wherein the driving mechanism can also be replaced by other means such as manpower.

[0139] It also includes a cantilever support trolley, the roller trolley at the bottom of the cantilever support trolley is placed on the guide rail, and the cantilever support trolley is located between the drive mechanism and the base. Since the cantilever of the boom crane or the material placing machine is long, in order to avoid the cantilever being uneven during the transfer process, the cantilever is kept horizontal by the cantilever support trolley to facilitate horizontal movement.

[0140] In order to better adapt the guide rail to the concrete placing boom, a placing pipe is arranged in parallel with the guide rail. The placing pipe has a plurality of discharge ports for connecting with the feed port of the concrete placing boom. Through the design of the placing pipe, when the concrete placing boom moves to its required workstation, there is a discharge port corresponding to the feed port of the concrete placing boom. When in use, it is only necessary to connect the feed port of the concrete placing boom with the corresponding discharge port, and the other feed ports are closed, so that the placing construction of the workstation can be realized. When changing to the next workstation, it is only necessary to change the connection between the discharge port and the corresponding feed port (the others are closed by a cover). The concrete placing boom can be moved horizontally quickly without moving the placing pipe, and docking can be realized again, which saves time and has high work efficiency.

[0141] During the building construction process, after the N+1 layer of concrete is poured, all the edges of the N layer need to be protected, so it is necessary to install a protective net or guardrail inside the wall to form edge protection. The existing practice is to drill holes in the walls on the left or upper and lower sides of windows, balconies, elevator doorways, and stairs to install expansion screws to fix the protective net or guardrail. This process requires drilling holes in the wall for secondary construction, which will damage the wall during the construction process, generate additional workload, and cause waste. At the same time, due to the different technical levels of the construction workers, the installation height of the guardrail is uneven and cannot be standardized.

[0142] Therefore, a thread sleeve 33 is installed on the side of the inner wall template corresponding to the wall body on which the protective net needs to be hung, and a screw rod 34 passes through the through hole on the inner wall template and is threadedly connected to the thread sleeve. Through the design of the thread sleeve and the screw rod, when pouring a casting such as a wall, a one-time hole can be positioned on the large template to embed the thread sleeve. After the pouring is completed, the screw rod can be removed by rotating the screw rod. When edge protection is required, it is only necessary to screw the threaded part on the protective net or the protective railing to the thread sleeve. The reuse of the thread sleeve can realize the standardization of the position of the pre-embedded thread sleeve, and then the standardized production of the protective net and the protective railing can be realized. At the same time, there is no need to perform secondary construction on the wall when installing the protective net.

[0143] The inner end face of the thread sleeve on the axial direction is in contact with the formwork. The advantage of the contact is that it can prevent the concrete from solidifying in the gap between the thread sleeve and the formwork during the pouring process, which makes it more difficult to remove the screw rod later and easily damages the casting parts such as walls.

[0144] The thread sleeve is a blind hole type thread sleeve. The use of a blind hole thread sleeve can prevent concrete from entering the thread sleeve and solidifying the thread rod during the pouring process, which makes it more difficult to remove the thread rod later and easily damages the casting parts such as walls.

[0145] The wire sleeve is a through-hole wire sleeve.

[0146] For this type of thread sleeve, there are several matching methods: 1. In the axial direction of the screw, the end face of the screw and the outer end face of the screw sleeve are in the same vertical plane, and the end face of the screw can also slightly protrude from the outer end face of the screw sleeve. Concrete will be poured on the end face of the screw or the protruding part, but the screw can still be taken out. 2. The end face of the screw is located on the inner side of the outer end face of the screw sleeve and forms a gap between the outer end face of the screw sleeve. When in use, it can be used directly, and concrete can be poured into the screw sleeve. The screw sleeve is embedded more firmly. On its basis, a filling piece can be arranged in the gap to prevent concrete from being poured into the screw sleeve and solidifying on the end face of the screw. Compared with no filling piece, it is easier to take out the screw.

[0147] There are several through holes, which are symmetrically distributed in a square shape on the template. The design of the through holes is suitable for all edge-type castings.

[0148] There are several through holes and they are spaced apart in the length or height direction of the template. This solution is suitable for types that need to be protected on one side, such as stairs and guardrails. There are several through holes and they are spaced apart symmetrically in the horizontal direction upward and downward.

[0149] It will be apparent to those skilled in the art that the invention is not limited to the details of the exemplary embodiments described above and that the invention can be implemented in other specific forms without departing from the spirit or essential features of the invention. Therefore, the embodiments should be considered exemplary and non-limiting in all respects, and the scope of the invention is defined by the appended claims rather than the foregoing description, and it is intended that all variations falling within the meaning and scope of the equivalent elements of the claims be included in the invention. Any reference numeral in a claim should not be considered as limiting the claim to which it relates.

Claims

1. An intelligent integrated high-rise building construction machine, including a top-level construction platform, characterized in that: An external protective construction platform and an internal protective construction platform are arranged on the lower end surface of the top construction platform along its circumference. A large formwork system connected to the top construction platform is set between the external protection construction platform and the internal protection construction platform. The large formwork system includes a wall inner side formwork, a wall outer side formwork, a stopper plate rotating connector, and a stopper plate. The stopper plate rotating connector includes an upper connecting plate and a lower connecting plate. The upper connecting plate and the lower connecting plate are hinged and sealed when the lower end of the upper connecting plate contacts the lower connecting plate. The upper end of the upper connecting plate is fixed to the lower end of the inner side formwork of the wall. The lower end surface of the stop plate is a plane, and in the inward direction of the inner wall template, the stop plate has a first end and a second end, and the first end is fixedly connected to the lower end of the lower connecting plate; and A clamping rod is used to fix the positions of the upper connecting plate and the lower connecting plate after relative rotation, wherein the upper end of the clamping rod is connected to the inner template, and the lower end is connected to the stop plate.

2. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: The inner side of the wall is provided with a vertical pole on the inner side of the template. The vertical pole has a plurality of pin holes. The pins pass through the pin holes and the holes at the upper end of the clamping rod. The stop plate has a connecting portion connected to the clamping rod, and the connecting portion has a pin hole. The pin passes through the pin hole and the hole at the lower end of the clamping rod. The upper connecting plate has an upper reinforcing rib on its inward end surface, and the lower connecting plate has a lower reinforcing rib on its inward end surface. The lower end of the upper reinforcing rib and the upper end of the lower reinforcing rib have slopes that are arranged opposite to each other in the vertical direction. The upper connecting plate and the lower connecting plate are hinged by piano hinges. The upper connecting plate and the inner template are integrally formed, and the lower connecting plate and the stop plate are integrally formed.

3. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: It also includes tie rods and positioning pins. The outer end surface of the inner side template of the wall has a first back rib, and the first back rib has a first positioning hole. The outer end surface of the outer wall template has a second back rib, and the second back rib has a fourth positioning hole. The tie rod has a second positioning hole and a third positioning hole arranged at intervals, the second positioning hole is coaxial with the first positioning hole, and the third positioning hole is coaxial with the fourth positioning hole. The positioning pins include a first positioning pin and a second positioning pin. The first positioning pin is installed in the first and second positioning holes, and the second positioning pin is installed in the third and fourth positioning holes. In the axial direction of the tie rod where the third positioning hole points to the second positioning hole, the tie rod obliquely upward passes through the second back rib and the first back rib in sequence.

4. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: In the axial direction of the tie rod from the third positioning hole to the second positioning hole, the diameter of the tie rod becomes smaller, and a steel wire rope is provided at the end. The first positioning pin and the second positioning pin have steel wire ropes at their ends. The first, second, third and fourth positioning holes are all rectangular through holes.

5. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: A vibrator is installed on the inner wall formwork and / or the outer wall formwork. The vibrator is a variable frequency vibrator. The parameters of the variable frequency vibrator are: motor power is 1.5KW--3.5KW, 220V or 380V voltage.

6. The intelligent integrated high-rise building construction machine as claimed in claim 5, characterized in that: The outer end surface of the inner wall formwork and / or the outer wall formwork is provided with an inclination sensor, which is fixedly mounted on the back rib. The tilt sensor is electrically connected to the alarm device or the control switch of the concrete pouring equipment. The tilt sensor is also electrically connected to an alarm device, which is a voice alarm or a buzzer.

7. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: A threaded sleeve is installed on the edge of the inner wall template corresponding to the wall where the protective net needs to be hung. The screw rod passes through the inner wall template and is threadedly connected to the threaded sleeve. The inner end face of the thread sleeve on the axial direction is in contact with the template. The wire sleeve is a blind hole type wire sleeve.

8. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: A guide rail is arranged on the upper end surface of the construction platform, and a base which can move along the guide rail is installed on the guide rail. The base and the guide rail are fixedly connected via a detachable connecting piece. The base is connected with a driving mechanism which drives the base to move along the guide rail after the detachable connecting piece is removed.

9. The intelligent integrated high-rise building construction machine as claimed in claim 8, characterized in that: The guide rails are two parallel guide rails, and the base and the guide rails are in rolling cooperation. The base includes a support plate and movable guide plates arranged on both sides of the lower end surface of the support plate. The guide rails are located between the movable guide plates. The detachable connecting parts are screws. The screws pass through the support plate and are fixedly connected to the guide rails. There are two guide rails. The bottom of the support plate is provided with four roller trolleys, and two roller trolleys are installed on each guide rail. The roller trolley comprises a connecting plate fixed at the bottom, a first side plate and a second side plate are extended downward at both ends of the connecting plate, an intermediate plate is extended downward in the middle of the connecting plate, the first side plate, the second side plate and the intermediate plate constitute a roller frame, rollers are arranged between the first side plate, the second side plate and the intermediate plate, the roller shaft extends out from the outside of the first side plate through the first side plate, the roller, the intermediate plate, the roller and the second side plate, and the roller shaft is fixedly matched with the roller frame in the axial direction by the roller pin shaft, the roller shaft coincides with the roller axis, and the side of the roller protrudes from the lower end of the roller frame, The driving mechanism is a winch, and the winch and the base are connected by a traction wire rope. It also includes a cantilever support trolley, a roller trolley at the bottom of the cantilever support trolley is placed on the guide rail, and the cantilever support trolley is located between the driving mechanism and the base.

10. The intelligent integrated high-rise building construction machine according to claim 1, characterized in that: The external protective construction platform includes several layers of construction platforms available for construction, including a steel bar tying platform, a concrete pouring platform, an exterior wall formwork demoulding and mold reinforcement platform, and an exterior wall decoration platform. The platform and the exterior wall are fully enclosed and / or semi-enclosed. The external protective construction platform can be fixed to the construction platform with bolts, or hung on the construction platform with a winch mechanism, or raised or lowered alone with a winch mechanism.

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