Construction operation platform and erection method
By using a modular construction operation platform, which utilizes the foundation drilling into the ground and the lifting mechanism to adjust the height, the problems of time-consuming and labor-intensive steel pipe scaffolding erection and the inability to adjust the height are solved, resulting in a stable, flexible, and efficient construction environment that ensures safety.
Patent Information
- Application Number
- CN202311263321.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-09-27
- Publication Date
- 2026-01-20
- Estimated Expiration
- 2043-09-27
AI Technical Summary
The existing steel pipe scaffolding is time-consuming and labor-intensive to erect, with complex connection points that are prone to insufficient strength leading to collapse. In addition, the height cannot be flexibly adjusted, affecting the construction process and safety.
The construction operation platform includes a foundation, lifting unit, support frame, construction platform and sliding protection unit. The foundation is driven into the ground, and the lifting unit and secondary adjustment construction unit are used to achieve flexible height adjustment and protection. The modular assembly method simplifies the construction.
It reduces the workload of workers, ensures the stability of the structure, prevents collapse accidents, improves construction flexibility and efficiency, adapts to the switching of different working heights, and ensures the construction process and safety.
Smart Images

Figure CN117306834B_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to the technical field of building construction, in particular to a building construction operation platform and erecting method. BACKGROUND
[0002] Scaffolding is mainly used in the construction site, interior decoration or higher layer where direct construction is not possible, and the scaffolding is usually made of bamboo, wood, steel pipe or synthetic material, etc. In addition, it is also widely used in the fields of advertising industry, municipal, traffic bridge, mine, etc. When workers are working, they need to use steel pipe scaffolding to provide a standing place for convenience.
[0003] However, the existing steel pipe scaffolding is fixed, and the steel pipe scaffolding is troublesome to disassemble and assemble. Before construction, workers often need to spend a lot of time to erect the scaffolding. The steel pipe scaffolding has a large number of steel pipes, and the connection points between the steel pipes are more complicated. It is not only time-consuming and laborious to erect, but also brings heavy labor burden to workers. In addition, the fixed steel pipe scaffolding cannot be flexibly adjusted according to the working height, and workers can only move back and forth to reach different working layers of the scaffolding to realize the switching of different working heights, which is extremely inconvenient to operate and greatly affects the construction progress. SUMMARY
[0004] The purpose of the present application is to provide a building construction operation platform to solve the above problems.
[0005] In order to achieve the above purpose, the present application provides a building construction operation platform, comprising: a base, a rolling device arranged at the bottom of the base and used for conveniently transporting the base, a lifting part arranged on the base and used for realizing height adjustment, a support frame arranged on the lifting part and used for lifting the working height, a construction platform installed on the support frame by a plurality of bolts and used for providing a standing and operating place, a secondary adjustment construction part arranged on the construction platform and used for realizing height adjustment again, and a sliding protection part installed around the construction platform and connected with the secondary adjustment construction part, used for providing real-time protection, wherein
[0006] The base is driven to continuously burst impact force and sharply dig into the foundation, so as to be embedded in the foundation;
[0007] The lifting part is driven to pull the construction platform up and down through the support frame, so as to flexibly change the height of the construction platform and the secondary adjustment construction part;
[0008] The rolling device comprises a right-angle pull plate slidingly mounted on the bottom base and used for enclosing the bottom base, and a plurality of universal wheels arrayed on the bottom of the right-angle pull plate and used for jacking up the bottom base.
[0009] Further, the bottom base comprises a stepped base box, a plurality of positioning sleeves arrayed on the top surface of the stepped base box and used for fixing objects, a plurality of impact cylinders respectively mounted in the positioning sleeves and used for providing impact force, an impact plate in the shape of a trapezoid connected with the output shafts of the impact cylinders and used for expanding the impact force output area, a moving plate attached to and movably mounted on the inner side wall of the stepped base box and close to the impact plate, a plurality of sharp spikes arrayed on the bottom of the moving plate and attached to the right-angle pull plate and used for nailing the foundation, and a suspension device having two ends respectively connected with the moving plate and the top surface of the stepped base box and used for preventing the moving plate from falling off.
[0010] Further, the lifting part comprises a plurality of electric jacks respectively mounted at the four corners of the top of the stepped base box, a shaft sleeve sleeved on the output shaft of the electric jack, and a force collecting plate mounted on the shaft sleeve and used for connecting the electric jacks together.
[0011] The support frame comprises a plurality of support steel columns uniformly welded on the force collecting plate and used for fixing the construction platform, and a plurality of cross columns connected between the support steel columns and used for connecting the support steel columns together.
[0012] Further, the secondary adjustment construction part comprises a pad plate mounted on the construction platform and flush with a plurality of bolts on the construction platform, two hollow sleeve columns welded at the back of the pad plate, an external thread support column screwed in the hollow sleeve column and used for rotating up and down to adjust the height, an external rotation ring rudder mounted on the external thread support column and used for rotating the external thread support column, a ladder block connected at the end of the external thread support column, and a second construction platform mounted on the two ladder blocks.
[0013] Further, the sliding protection part comprises an outer protection fence plate mounted on the periphery of the construction platform, an inner protection fence plate slidingly mounted in the outer protection fence plate, and two connecting rods respectively connected with the second construction platform and the inner protection fence plate and used for synchronously pulling up the inner protection fence plate.
[0014] Further, the suspension device comprises two hollow open rods respectively mounted at the two ends of the moving plate, an abutting block movably mounted in the hollow open rod and having a diameter greater than that of the opening of the hollow open rod, and a suspender rod having two ends respectively connected with the abutting block and the top surface of the stepped base box.
[0015] Further, the secondary adjustment construction part further comprises a plurality of through holes linearly formed on the hollow sleeve column and the outer threaded support column, and a fixing pin is inserted into the hollow sleeve column and the outer threaded support column through one of the through holes and used for reinforcing the outer threaded support column to prevent it from moving downward.
[0016] Further, the front and rear sides of the outer protective fence are both provided with hydraulic rods used for supporting the foundation.
[0017] The support steel column is an H-shaped steel.
[0018] Further, a plurality of holes for ventilation are formed on the circumferential side of the stepped base box, and a filter screen is installed on each of the holes.
[0019] According to the second aspect of the present application, a method for erecting a construction operation platform is provided.
[0020] Step one: after selecting an erecting site according to the actual situation of the construction site, the bottom base is integrally transported to the erecting site by hand-holding the right-angle pull plate, then the right-angle pull plate is removed to make the stepped base box and the plurality of sharp spikes stick to the ground, then the plurality of impact cylinders are simultaneously driven to continuously hit and impact the moving plate downward, until the plurality of sharp spikes are completely or mostly embedded into the soft foundation of the construction site.
[0021] Step two: the construction platform is fixedly installed on the plurality of support steel columns by using bolts, and the sliding protection part is installed on the side of the construction platform, then the cushion plate is laid on the construction platform, then the inner protective fence is pulled up to be level with the second construction platform and connected to the second construction platform by using the connecting rod.
[0022] Step three: the force-collecting plate is lifted to integrally lift the components on the force-collecting plate, and the plurality of shaft sleeves are respectively sleeved on the corresponding electric jacks.
[0023] Step four: the plurality of electric jacks are synchronously driven according to the actual construction operation height, until the construction platform is raised to the required height, then the states of the two hydraulic rods on the outer protective fence are driven to be adjusted, until the two hydraulic rods are completely and stably supported on the foundation.
[0024] Step five: the erection is completed, the construction operation is started, and the height of the construction platform and the second construction platform is continuously adjusted by the plurality of electric jacks and the rotating outer threaded support column according to the change of the actual operation height during the construction process.
[0025] Compared with the prior art, the present application has the following beneficial effects:
[0026] 1. The construction operation platform can make the construction personnel transport the base more easily and quickly on the construction site through the rolling device, effectively reducing the burden on the construction personnel caused by manual transportation, and the construction operation platform adopts the mode of several modules being assembled separately and finally being erected collectively, thereby ensuring the erection efficiency;
[0027] 2. The construction operation platform can automatically drill into the foundation of the construction site through the base, thereby ensuring that the base is integrated with the foundation, and then forming a stable and reliable erection foundation, and ensuring the stability and firmness of the operation platform during use;
[0028] 3. The construction operation platform can strongly lift or lower the construction platform through the lifting part, thereby realizing the switching of the height of the construction platform to follow the actual working height, and under the action of the secondary adjustment construction part, the height-adjustable construction site can be formed again on the basis of the height-adjustable construction platform of the lifting part, thereby further ensuring that the operation platform can coordinate with the switching of the actual working height;
[0029] 4. The construction operation platform can move up and down while driving the sliding protection part to move together to form protection for the construction personnel through the secondary adjustment construction part, thereby ensuring that the construction personnel are protected throughout the construction;
[0030] 5. The construction operation platform discards the mode of connecting and erecting a large number of steel pipes one by one in the traditional steel pipe scaffold, optimizes the erection process, has short erection time and high efficiency, effectively reduces the labor burden of workers, and the state after erection is stable and reliable, and the use state is stable, which can prevent the occurrence of insufficient connection strength and unstable support, thereby avoiding accidents such as collapse, providing strong protection for the safety of construction personnel, and in addition, the construction flexibility is high, and the construction personnel can be flexibly switched between different working heights, greatly providing convenience for workers, and ensuring that the construction process is not affected. BRIEF DESCRIPTION OF DRAWINGS
[0031] The application will be further described below in combination with the drawings and examples.
[0032] Figure 1 A perspective view of the application is shown;
[0033] Figure 2 A partial half-section perspective view of the application is shown;
[0034] Figure 3 A partial front view of the application is shown;
[0035] Figure 4 Another partial half-section perspective view of the application is shown;
[0036] Figure 5 shows a partial front view of the present application;
[0037] Figure 6 shows an enlarged view of A of the present application; Figure 2
[0038] Figure 7 shows an enlarged view of B of the present application. Figure 4
[0039] in the drawings
[0040] 1, base; 11, stepped base box; 111, hole; 112, filter screen; 12, positioning sleeve; 13, impact cylinder; 14, impact plate; 15, moving plate; 16, sharp cone; 17, suspension device; 171, hollow open rod; 172, abutting block; 173, boom; 2, rolling device; 21, right-angle pull plate; 22, universal wheel; 3, lifting part; 31, electric jack; 32, shaft sleeve; 33, force collecting plate; 4, support frame; 41, support steel column; 42, cross column; 5, construction platform; 6, secondary adjustment construction part; 61, pad; 62, hollow sleeve column; 63, externally threaded support column; 64, outer rotating ring rudder; 65, ladder platform block; 66, second construction platform; 67, through hole; 68, fixing pin; 7, sliding protection part; 71, outer protection coaming; 72, inner protection coaming; 73, connecting rod; 8, hydraulic rod. DETAILED DESCRIPTION
[0041] The present application will now be described in further detail, by way of example only, with reference to the accompanying drawings in which:
[0042] Reference should be made to Figure 1 , Figure 1 shows a perspective view of the present application; Reference should be made to Figure 2 , Figure 2 shows a partial semi-perspective view of the present application; Reference should be made to Figure 3 , Figure 3 shows a partial front view of the present application; Reference should be made to Figure 4 , Figure 4 shows another partial semi-perspective view of the present application; Reference should be made to Figure 5 , Figure 5 shows a partial front view of the present application; Reference should be made to Figure 6 , Figure 6 shows an enlarged view of A of the present application; Reference should be made to Figure 2 , Figure 7 shows an enlarged view of B of the present application, as Figure 7 , Figure 4 Figures 1-7 As shown, a kind of building construction operation platform, including: bottom 1, setting in the bottom of the bottom 1 and for the convenient transport bottom 1 of the rolling device 2, setting in the bottom 1 and for the height adjustment of the lifting part 3, setting in the lifting part 3 and for the lifting work height of the support frame 4, by several bolts installed in the support frame 4 and for the construction platform 5 of standing and operating place, setting in the construction platform 5 and for the secondary adjustment construction part 6 of height adjustment again, install in the construction platform 5 around and with the secondary adjustment construction part 6 is connected, for the real-time protection of the sliding protection part 7, wherein
[0043] Drive the bottom 1 can continue to burst impact force and sharp underground nail foundation, to embed in foundation;
[0044] Drive the lifting part 3 can be through the support frame 4 on top and down pull the construction platform 5, to realize the flexible change of the construction platform 5 and secondary adjustment construction part 6 height;
[0045] The rolling device 2 comprises a right-angle pull plate 21 slidingly mounted at the bottom of the base 1 and used for enclosing the base 1, and a plurality of universal wheels 22 arrayed at the bottom of the right-angle pull plate 21 and used for jacking up the base 1, so that the worker can transfer the base 1 on the construction site by pushing the right-angle pull plate 21, improving the convenience and reducing the labor burden of carrying, and after the base 1 is transported to the preset erection site, the right-angle pull plate 21 is pulled out and the base 1 is pushed back, the right-angle pull plate 21 and the plurality of universal wheels 22 are pulled out, forced separation is realized, and the base 1 is in contact with the foundation of the construction site, so that the construction personnel can more easily and quickly transport the base 1 on the construction site through the rolling device 2, effectively reducing the burden on the construction personnel caused by manual carrying, and at the same time, the construction operation platform adopts the mode of several modules being assembled separately and then being assembled together, which guarantees the erection efficiency, and the base 1 can be automatically drilled into the foundation of the construction site, thereby ensuring that the base 1 is integrated with the foundation, and a stable and reliable erection foundation is formed, ensuring the stability and firmness of the operation platform during use, the construction platform 5 can be strongly lifted up or put down through the lifting part 3, so that the height of the construction platform 5 can be switched to follow the actual working height, and under the action of the secondary adjustment construction part 6, the height-adjustable construction site can be formed again on the basis of the height-adjustable construction platform 5 of the lifting part 3, thereby further ensuring that the operation platform can be coordinated with the switching of the actual working height, the secondary adjustment construction part 6 can move up and down while driving the sliding protection part 7 to move together to form protection for the construction personnel, thereby ensuring that the construction personnel are protected throughout the construction process, the construction operation platform discards the mode of connecting and erecting a large number of steel pipes one by one in the traditional steel pipe scaffold, optimizes the erection process, has short erection time and high efficiency, effectively reduces the labor burden of the workers, and at the same time, the state after erection is stable and reliable and the use state is stable, which can prevent insufficient connection strength and support instability, thereby avoiding accidents such as collapse, providing strong protection for the safety of the construction personnel, and in addition, the construction flexibility is high, which can be flexibly switched between different working heights, greatly facilitating the construction of the workers and ensuring that the construction process is not affected.
[0046] Optionally, the base 1 comprises a stepped base box 11, a plurality of positioning sleeves 12 arranged on the top surface of the stepped base box 11 and used for fixing objects, a plurality of impact cylinders 13 respectively arranged in the positioning sleeves 12 and used for providing impact force, the impact cylinder 13 is a special function cylinder, and a large feature is strong impact force, a trapezoidal-shaped impact plate 14 connected with the output shaft of the impact cylinder 13 and used for expanding the impact force output area, a moving plate 15 attached to and movably arranged on the inner side wall of the stepped base box 11 and close to the impact plate 14, a plurality of sharp spikes 16 arranged on the bottom of the moving plate 15 and attached to the right-angle pull plate 21 and used for nailing the foundation, a suspension device 17 connected between the moving plate 15 and the inner top surface of the stepped base box 11 and used for preventing the moving plate 15 from falling off, when the right-angle pull plate 21 is pulled out, the plurality of impact cylinders 13 are synchronously driven, thereby driving the impact plate 14 to impact and beat the moving plate 15 back and forth with high strength, and then gradually nailing the plurality of sharp spikes 16 into the foundation, so as to ensure that the base 1 is embedded into the construction site, and after the sharp spikes 16 are fully inserted into the foundation, the erection of the part above the base 1 is performed, so as to ensure that the operation platform has a firm and reliable erection foundation, thereby ensuring the stability during use and preventing safety accidents.
[0047] Optionally, the lifting part 3 comprises a plurality of electric jacks 31 respectively arranged at the four corners of the top of the stepped base box 11, the electric jack 31 is a heavy lifting tool, and the lifting force can reach hundreds of tons, here, the electric jack 31 with a lifting capacity of more than 100 tons and a self-locking function is selected, a shaft sleeve 32 sleeved on the output shaft of the electric jack 31, a force collecting plate 33 arranged on the shaft sleeve 32 and used for connecting the plurality of electric jacks 31, when the height of the construction platform 5 does not match the actual required action height, the plurality of electric jacks 31 are synchronously driven, thereby sequentially lifting the construction platform 5 upward through the plurality of shaft sleeves 32, the force collecting plate 33 and the support frame 4, so as to lift the height of the construction platform 5, until the height reaches the height at which the construction can be performed again, and the driving is stopped, and under the powerful self-locking function of the plurality of electric jacks 31, the construction platform 5 is fixed at the current position, so as to ensure that the workers can follow the switching of the working height without climbing and the like, the plurality of shaft sleeves 32 and the force collecting plate 33 aggregate the lifting force generated by the plurality of electric jacks 31, so as to ensure that the lifting is stable and the separate assembly during the erection of the operation platform is realized.
[0048] The support frame 4 comprises a plurality of support steel columns 41 uniformly welded on the force collecting plate 33 and used for fixing the construction platform 5, a plurality of cross columns 42 connected between the support steel columns 41 and used for connecting the support steel columns 41, and the construction platform 5 is supported at a certain height, so as to ensure that the height of the construction platform 5 meets the requirements of basic aerial work.
[0049] Optionally, the secondary adjustment construction part 6 comprises a base plate 61 installed on the construction platform 5 and leveled with several bolts on the construction platform 5, two hollow sleeve columns 62 welded behind the base plate 61, an external threaded support column 63 screwed in the hollow sleeve column 62 and used for adjusting the height up and down, an external rotation ring rudder 64 installed on the external threaded support column 63 and used for rotating the external threaded support column 63, a ladder block 65 connected at the end of the external threaded support column 63, and a second construction platform 66 installed on two ladder blocks 65. When the working height exceeds the upper limit of the jacking part 3 or the jacking part 3 cannot accurately send the construction platform 5 to the working height, the external threaded support column 63 is rotated out of the hollow sleeve column 62 by rotating the external rotation ring rudder 64, so as to continuously jack up the second construction platform 66 until the appropriate height, and then the workers climb onto the second construction platform 66 to perform construction operation, further ensuring that the construction platform 5 can follow the switching of the actual working height and the flexibility of the operation platform. The base plate 61 eliminates the gap between the protruding part of the several bolts on the construction platform 5 and the surface of the construction platform 5, avoiding the influence of the protruding bolts on the workers performing construction operation on the construction platform 5. The ladder block 65 greatly improves the support area of the external threaded support column 63 to the second construction platform 66, preventing the workers from shaking when performing construction on the second construction platform 66, and protecting the personal safety of the workers.
[0050] Optionally, the sliding protection part 7 comprises an outer protection fence 71 installed on the side of the construction platform 5, an inner protection fence 72 slidingly installed in the outer protection fence 71, and two connecting rods 73 connected to the second construction platform 66 and the inner protection fence 72 respectively and used for synchronously pulling up the inner protection fence 72 when the second construction platform 66 is lifted, ensuring that the inner protection fence 72 can be pulled up synchronously when the second construction platform 66 is lifted, and ensuring that the workers performing construction on the second construction platform 66 can be protected by the sliding protection part 7 even after the height of the second construction platform 66 is raised, ensuring safety.
[0051] Optionally, the suspension device 17 comprises two hollow open rods 171 respectively installed at both ends of the moving plate 15, an abutting block 172 movably installed in the hollow open rod 171 and having a diameter greater than that of the opening of the hollow open rod 171, and a suspender 173 connected between the abutting block 172 and the inner top surface of the stepped base box 11. When the operation platform needs to be removed after the construction is completed, the sharp spikes 16 are pulled out of the foundation, and then the sharp spikes 16 and the moving plate 15 fall under the action of gravity. The abutting block 172 limits the stroke of the suspender 173 in the hollow open rod 171, so that the suspender 173 cannot be completely separated from the hollow open rod 171, thereby ensuring that the moving plate 15 will not be completely separated from the stepped base box 11 even if it falls, and preventing the need to reinstall the moving plate 15 and causing storage difficulties the next time the operation platform is erected, thereby ensuring the erection efficiency.
[0052] Optionally, the secondary adjustment construction part 6 further comprises a plurality of through holes 67 linearly formed on the hollow sleeve column 62 and the outer threaded support column 63, and a fixing pin 68 inserted through one of the through holes 67 and used for reinforcing the outer threaded support column 63 to prevent it from moving downward. The height of the second construction platform 66 can be adjusted according to the position of the through hole 67, and the fixing pin 68 is inserted into the hollow sleeve column 62 and the outer threaded support column 63 after the height is adjusted, so as to further fix the position of the outer threaded support column 63 and prevent the second construction platform 66 from moving downward during construction, thereby ensuring the stability of the second construction platform 66.
[0053] Optionally, the outer protective fence 71 is provided with a hydraulic rod 8 on each of the front and rear sides and used for supporting the foundation. The hydraulic rod 8 mainly comprises a rod body, a piston and other parts, is a prior structure, can bear a large load and has good dynamic performance, and can be adjusted when the height of the operation platform 5 changes, so as to be supported by the foundation again and ensure the stability of the operation platform during construction, thereby preventing instability and shaking.
[0054] The support steel column 41 is an H-shaped steel, which is a prior building material, has more optimized cross-sectional area distribution and more reasonable strength-to-weight ratio, and has the advantage of strong bending resistance in all directions, thereby further ensuring the stability of the operation platform 5.
[0055] Optionally, a plurality of holes 111 for ventilation are formed on the circumferential side of the stepped base box 11, and a filter screen 112 is installed on each of the holes 111, so as to ensure that the airflow can flow into the stepped base box 11 to cool the impact air cylinder 13 and filter dust to a certain extent, thereby preventing the impact air cylinder 13 from being placed in a harsh environment.
[0056] In addition, in another embodiment of the application, a method for erecting a building construction operation platform is provided.
[0057] Step one: after selecting the erection site according to the actual situation of the construction site, the bottom base 1 is transported to the erection site by the hand-held right-angle pull plate 21, then the right-angle pull plate 21 is removed, the ladder base box 11 and the sharp spikes 16 are placed on the ground, then the impact cylinders 13 are driven to continuously hit and impact the moving plate 15 downward, until the sharp spikes 16 are completely or mostly embedded in the soft foundation of the construction site;
[0058] Step two: the construction platform 5 is fixed and installed on the support steel columns 41 by using bolts, and the sliding protection part 7 is installed on the side of the construction platform 5, then the base plate 61 is laid on the construction platform 5, then the inner protection plate 72 is pulled up to be flush with the second construction platform 66 and connected by using the connecting rod 73;
[0059] Step three: the force collecting plate 33 is lifted to lift the components on the force collecting plate 33 as a whole, and the shaft sleeves 32 are respectively sleeved on the corresponding electric jacks 31;
[0060] Step four: the electric jacks 31 are synchronously driven according to the actual construction operation height, until the construction platform 5 is raised to the required height, then the state of the two hydraulic rods 8 on the outer protection plate 71 is driven to adjust, until the two hydraulic rods 8 are completely and stably supported on the foundation;
[0061] Step five: the erection is completed, the construction operation is started, and the height of the construction platform 5 and the second construction platform 66 is continuously adjusted by the electric jacks 31 and the rotating outer threaded support columns 63 according to the change of the actual operation height during the construction process.
[0062] The above only describes the preferred embodiments of the present application and is not used to limit the present application. For those skilled in the art, the present application can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims
1. A construction work platform characterised in that, The utility model relates to a kind of construction operation platforms, including: base (1), be provided at the bottom of the base (1) and be used to facilitate transport the rolling device (2) of the base (1), be provided on the base (1) and be used to realize height adjustment lifting part (3), be provided on the lifting part (3) and be used to lift the support frame (4) of operating height, by several bolts be installed on the support frame (4) and be used to provide the construction platform (5) of standing and operating place, be provided on the construction platform (5) and be used to realize height adjustment again secondary adjustment construction part (6), be installed around the construction platform (5) and be connected with the secondary adjustment construction part (6), for real-time protection sliding protection part (7), wherein Drive the base (1) can continue to burst impact force and sharp underground foundation, to embed in foundation; Drive the lifting part (3) by the support frame (4) on top and down pull the construction platform (5), to realize the flexible change of the construction platform (5) and secondary adjustment construction part (6) height; The rolling device (2) includes right-angle pull plate (21) being slidably installed at the bottom of the base (1) and being used to close the base (1), a plurality of universal wheels (22) being arrayed installed at the bottom of the right-angle pull plate (21) and being used to jack up the base (1); The secondary adjustment construction part (6) includes pad (61) being installed on the construction platform (5) and being flush with a plurality of bolts on the construction platform (5), two hollow sleeve columns (62) being welded behind the pad (61), external thread support column (63) being screwed in the hollow sleeve column (62) and being used to rotate up and down to adjust height, outer rotating ring rudder (64) being installed on the external thread support column (63) and being used to rotate the external thread support column (63), ladder block (65) being connected at the end of the external thread support column (63), second construction platform (66) being installed on two ladder blocks (65); The sliding protection part (7) includes outer protection fence (71) being installed on the side of the construction platform (5), inner protection fence (72) being slidably installed in the outer protection fence (71), two connecting rods (73) being respectively connected with the second construction platform (66) and the inner protection fence (72) and being used to synchronously pull up the inner protection fence (72). 2.The construction operation platform according to claim 1, wherein, The base (1) comprises a stepped base box (11), a plurality of positioning sleeves (12) installed in the top surface of the stepped base box (11) and used for fixing objects, a plurality of impact air cylinders (13) respectively installed in the plurality of positioning sleeves (12) and used for providing impact force, a beat plate (14) in the shape of a trapezoid connected with the output shafts of the plurality of impact air cylinders (13) and used for expanding the impact force output area, a moving plate (15) attached to and movably installed on the inner side wall of the stepped base box (11) and close to the beat plate (14), a plurality of sharp spikes (16) installed on the bottom of the moving plate (15) and attached to the right angle pull plate (21) and used for nailing the foundation, and a suspension device (17) having two ends respectively connected with the moving plate (15) and the inner top surface of the stepped base box (11) and used for preventing the moving plate (15) from falling off.
3. The construction operation platform according to claim 2, wherein The lifting part (3) comprises a plurality of electric jacks (31) respectively installed at the four corners of the top of the stepped base box (11), a shaft sleeve (32) sleeved on the output shaft of the electric jack (31), and a force collecting plate (33) installed on the plurality of shaft sleeves (32) and used for connecting the plurality of electric jacks (31) as a whole. The support frame (4) comprises a plurality of support steel columns (41) uniformly welded on the force collecting plate (33) and used for fixing the construction platform (5), and a plurality of cross columns (42) connected between the plurality of support steel columns (41) and used for connecting the plurality of support steel columns (41) as a whole.
4. The construction operation platform according to claim 3, wherein The suspension device (17) comprises two hollow open rods (171) respectively installed at the two ends of the moving plate (15), an abutting block (172) movably installed in the hollow open rod (171) and having a diameter greater than that of the opening of the hollow open rod (171), and a hanger rod (173) having two ends respectively connected with the abutting block (172) and the inner top surface of the stepped base box (11).
5. The construction operation platform according to claim 4, wherein The secondary adjustment construction part (6) further comprises a plurality of through holes (67) linearly formed on the hollow sleeve column (62) and the outer threaded support column (63), and a fixing pin (68) inserted through one of the through holes (67) on the hollow sleeve column (62) and the outer threaded support column (63) and used for reinforcing the outer threaded support column (63) to prevent it from moving downward.
6. The construction operation platform according to claim 5, wherein The front and rear sides of the outer protective fence (71) are both provided with hydraulic rods (8) used for supporting the foundation; The support steel column (41) is an H-shaped steel.
7. The construction operation platform according to claim 6, wherein A plurality of holes (111) for ventilation are formed on the circumferential side of the stepped base box (11), and a filter screen (112) is installed on each of the plurality of holes (111).
8. The method for erecting a construction operation platform according to any one of claims 1-7, wherein, The method comprises the following steps: Step one: after selecting the erection site according to the actual situation of the construction site, the bottom base (1) is transported to the erection site by the hand-held right-angle pull plate (21), then the right-angle pull plate (21) is removed, the ladder base box (11) and the sharp spikes (16) are attached to the ground, then the impact moving plate (15) is continuously hit downward by driving the impact cylinders (13) at the same time, until the sharp spikes (16) are completely or mostly embedded in the soft foundation of the construction site; Step two: the construction platform (5) is fixed and installed on the support steel columns (41) by using bolts, and the sliding protection part (7) is installed on the side of the construction platform (5), then the base plate (61) is laid on the construction platform (5), then the inner protection fence (72) is pulled up to the same level as the second construction platform (66) and connected by using the connecting rod (73); Step three: the force collecting plate (33) is lifted to lift the components on the force collecting plate (33) as a whole, and the shaft sleeves (32) are respectively sleeved on the corresponding electric jacks (31); Step four: according to the actual construction operation height, the electric jacks (31) are synchronously driven until the construction platform (5) rises to the required height, then the state of the two hydraulic rods (8) on the outer protection fence (71) is driven to adjust until the two hydraulic rods (8) are completely and stably supported on the foundation; Step five: the erection is completed, the construction work is started, and during the construction process, the height of the construction platform (5) and the second construction platform (66) is continuously adjusted by the electric jacks (31) and the rotating outer threaded support columns (63) according to the actual change of the operation height.
Citation Information
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