Platform laying method of floor type discharging platform

Abstract

The invention provides a platform laying method for a floor type discharging platform, and belongs to the technical field of floor type discharging platforms. According to the platform laying method for the floor type discharging platform, side wall supporting pieces are welded to the side wall of a building wall; a platform laying range is drawn at the position of one side of the building wall according to the planning drawing; bottom fixing pieces are fixed in the platform laying range on the horizontal ground, and the multiple bottom fixing pieces are evenly arranged in a diagonal mode; connecting pipes are sequentially and upwards fixed at the bottom of the bottom fixing piece, and the connecting pipes which are in contact with each other are tightly fixed through connecting pieces; the reinforcing piece is fixed in the direction structure composed of the connecting pipes and used for further supporting the discharging platform, a supporting platform is fixed to the top of the square structure composed of the connecting pipes, and laying of the floor type discharging platform is completed; the problems that an existing platform is insufficient in supporting force and prone to being bent and deformed can be solved.

Description

Technical Field

[0001] The present invention belongs to the technical field of floor-standing unloading platforms, and in particular, relates to a platform laying method of a floor-standing unloading platform. Background Art

[0002] The floor-standing unloading platform is a kind of equipment used for unloading and handling goods, which is mainly designed for use in construction environments. Its basic feature is that the platform is directly located on the ground, does not require additional supporting structures, and can facilitate the loading and unloading of goods on the crane. With the development of society and the construction industry, the application of this platform is becoming more and more important. Modern construction often involves high-rise buildings and complex structures, and traditional handling methods are difficult to meet the needs of efficiency and safety. The use of floor-standing unloading platforms can reduce the risk of manual handling, increase construction speed, and make the transportation of construction materials more accurate and reliable, which is essential to meet the efficient advancement and safety standards of modern construction projects. However, the existing unloading platforms will cause the weakness of supporting materials under long-term use and repeated impact of heavy objects, thereby reducing its bearing capacity and causing the platform to gradually deform during use. The deformed platform may cause safety hazards to construction workers, such as falling or objects slipping, which may cause work-related accidents. Long-term deformation may cause permanent damage to the platform structure, affecting its future service life and stability.

[0003] A Chinese patent with application number CN202011473516.X (publication number: CN112340485B) provides a movable automobile unloading platform and an unloading method based thereon. The solution in the above patent is cumbersome to operate and complex in structure, making it inconvenient to implement. Summary of the invention

[0004] In view of this, the present invention provides a platform laying method for a floor-standing unloading platform, which can solve the problem that the existing platform has insufficient supporting force and is easily bent and deformed.

[0005] The present invention is achieved in that:

[0006] The present invention provides a platform laying method for a floor-standing unloading platform, which comprises the following specific steps:

[0007] S10: Welding side wall supports on the side walls of the building wall;

[0008] S20: Draw the platform laying range according to the position of one side of the building wall described in the planning drawing;

[0009] S30: fixing a bottom fixing member in a paving range of the platform on the horizontal ground, wherein the bottom fixing member comprises a plurality of bottom fixing members which are evenly arranged in a diagonal shape;

[0010] S40: fixing the connecting pipes upward in sequence at the bottom of the bottom fixing member, and the connecting pipes in contact with each other are tightly fixed by the connecting member;

[0011] S50: The reinforcing member is fixed inside the directional structure composed of the connecting pipes, and the reinforcing member is used to further support the unloading platform;

[0012] S60: Fixing a support platform on the top of the square structure composed of the connecting pipes to complete the laying of the floor-type unloading platform.

[0013] The technical effects of the platform laying method of a ground-type unloading platform provided by the present invention are as follows: by welding side wall supports on the side walls of the building wall, additional support force can be provided for the unloading platform, ensuring that the platform remains stable during use, helping to disperse the load on the platform, and reducing tilt or displacement caused by heavy objects or improper operation.

[0014] Drawing the platform laying scope helps to clarify the construction area and ensure the accuracy of material use and construction technology. In addition, it can help detect potential design problems before actual construction and ensure that the final building meets the planning requirements. Doing so can also improve construction efficiency and reduce the possibility of subsequent modifications.

[0015] The bottom fixings are evenly arranged in a diagonal shape, providing a balanced support force to prevent the platform from tilting or shifting. Fixing the connecting pipes on the bottom fixings through the side wall support members can effectively disperse and support the load on the platform and improve the carrying capacity of the platform.

[0016] The multiple groups of bottom fixings, connectors and reinforcements improve the tightness of the connection, and the connection points get a more even load distribution, reducing the risk of excessive local stress, thereby improving the stability and safety of the overall structure. The multi-group structural design can provide more flexibility for construction, making it easier to adjust and correct in complex construction environments.

[0017] At the same time, the splicing design of connecting pipes and connecting parts can adjust the platform height according to different unloading requirements and working environment, so as to maximize the use of space in different operation stages.

[0018] On the basis of the above technical solution, the platform laying method of a floor-standing unloading platform of the present invention can also be improved as follows:

[0019] Wherein, the side wall support member includes an extension plate, a triangular fixing member, a clamping member and an embedded welding member, the clamping member is a gate-shaped structure, and its width is the same as the width of the building wall, the clamping member includes a first cross bar, a first vertical bar and a second vertical bar, the first cross bar, the first vertical bar and the second vertical bar are welded and arranged in one piece; the first vertical bar and the second vertical bar are respectively fixed on both sides of the first cross bar; the length of the first vertical bar extends to the interior of the building wall, and is welded and fixed to the internal steel bars of the corresponding building wall; the second vertical bar is fixedly connected to the external steel bars of the building wall by bolts; the embedded welding member is welded to the central bottom of the first cross bar, and the embedded welding member is fixedly connected to the internal steel bars at the corresponding position of the building wall by bolts; the extension plate is fixedly connected to one side of the second vertical bar by bolts; the triangular fixing member is fixed between the bottom of the extension plate and the second vertical bar and between the bottom of the extension plate and the building wall, and the triangular fixing member provides stable support for the extension plate, the clamping member and the building wall through a triangular stability structure;

[0020] The triangular fixing member includes a vertical fixing plate and an inclined fixing plate. The two right-angled sides of the vertical fixing plate are respectively fixedly connected to the second vertical rod and the bottom of the extension plate by bolts. The inclined fixing plate is arranged on both sides of the extension plate. The inclined fixing plate is a trapezoidal structure formed by splicing two triangles. The top edge and bottom edge of the inclined fixing plate are respectively fixedly connected to the bottom edge of the extension plate and the steel bars on the building wall; the angle between the inclined fixing plate and the extension plate is 45°.

[0021] The beneficial effects of adopting the above-mentioned improvement scheme are as follows: by setting the clamp, it can help to concentrate the center of gravity of the heavy object on the second vertical rod, thereby enhancing the contact stability between the clamp and the extension plate and reducing the risk of tilting. The first vertical rod and the first horizontal rod can be hooked on the building wall, thereby preventing the extension plate from driving the second vertical rod to tilt. The embedded welded parts can provide support by penetrating the building wall, increasing the shear resistance of the structure and reducing the risk of slippage or shear failure between the clamp and the wall. By setting the triangular fixing part, the triangle can effectively prevent the extension plate from tilting or deflecting during use and maintain its vertical state by virtue of its good stability and anti-deformation properties.

[0022] Furthermore, the side wall support members include a plurality of side wall support members, which are fixed on the building wall in a staggered manner from bottom to top;

[0023] The specific steps of welding the side wall support member on the side wall of the building wall include:

[0024] The first step is to select and mark the specific location for welding the side wall support member;

[0025] The second step is to fix and connect the extension plate, the vertical fixing plate, the clamping member and the embedded welding member;

[0026] The third step is to drill holes at the corresponding positions of the installation positions of the embedded welded parts, avoiding the positions of the steel bars inside the building wall;

[0027] The fourth step is to insert the embedded welded part into the hole, fix it with the adjacent steel bars and then fill the hole with concrete;

[0028] Step 5: adjusting the position of the clamping member and fixing the first cross bar to the building wall by bolts;

[0029] Step 6: Weld and fix the first vertical rod to the internal steel bars of the building wall;

[0030] The seventh step is to fix the inclined fixing plate between the extension plate and the outer side of the building wall.

[0031] Furthermore, the bottom fixing piece includes a screw rod, a stretching nail, a connecting piece and a triangular support piece, the screw rod includes at least two screw rods, which are fixedly welded to the bottom of the connecting piece, a connecting ear is fixed on the side wall of the connecting piece, the stretching nail is fixed to one side of the bottom fixing piece at an acute angle to the screw rod, a steel core rope is fixed between the stretching nail and the connecting ear, and the steel core rope is used to stabilize the balance of the bottom fixing piece through pulling force; the triangular support piece is welded to the bottom of the connecting piece where it contacts the ground, and the triangular support piece includes 4 triangular support pieces, which are correspondingly welded to the four sides of the bottom of the connecting piece; a connecting hole is opened at the edge of the triangular support piece, a stretching wire is wound in the connecting hole, and the other end of the stretching wire is fixed to the connecting tube.

[0032] The beneficial effects of adopting the above-mentioned improvement scheme are as follows: the screw can effectively prevent the unloading platform from moving or displacing during operation by firmly fixing the connecting piece to the ground, thereby maintaining its stability and accuracy. The stable connecting piece seat can prevent the unloading platform from tilting or collapsing, thereby reducing the risk of accidents and ensuring the safety of operators and the surrounding environment. By setting up triangular supports, uniform support can be provided for the connecting piece, preventing the connecting piece from shifting horizontally or vertically under load, thereby maintaining the stability of the connecting piece. The triangular supports effectively disperse the load applied to the connecting piece through geometric structures, reduce concentrated stress, and improve the overall load-bearing capacity of the connecting piece. The extension wire can provide additional restraining force to prevent the connecting pipe from tilting under load or external force, ensuring that the connecting pipe always remains in a vertical state.

[0033] Furthermore, the connecting pipe includes a second cross bar, a third vertical bar and a diagonal brace, the second cross bar and the third vertical bar are cross-arranged, the connecting piece is arranged at the cross intersection, and the connecting piece is used to fix the second cross bar and the third vertical bar; the square structure formed by the second cross bar and the third vertical bar is fixedly connected to the side wall support member by bolts on one side close to the building wall;

[0034] The diagonal brace is fixed between the adjacent second cross bar and the third vertical bar, and the second cross bar and the third vertical bar are provided with inclined 45° grooves on the side walls, and the inclination direction of the grooves is downward; rubber layers are provided on both sides of the diagonal brace, and a 45° angle is provided on both sides; the diagonal brace supports the second cross bar and the third vertical bar by snapping into the 45° grooves on the side walls of the second cross bar and the third vertical bar; through holes are provided at corresponding positions of the second cross bar, the third vertical bar and the diagonal brace, and bolts pass through the through holes to further reinforce the second cross bar, the third vertical bar and the diagonal brace.

[0035] Furthermore, the connecting piece includes a cross shell, and square grooves are provided at the four corners of the cross shell, and the inner diameter of the directional groove is the same as the outer diameter of the connecting tube; a fastener is fixed inside the square groove, and the fastener includes a battery, an iron core and a coil, and the battery is fixed at the center of the cross shell and is electrically connected to the coils of the four fasteners respectively; the coil is correspondingly wound on the outer wall of the iron core; the iron core is vertically arranged at the bottom of the square groove, and the upper end of the iron core extends out of the bottom of the square groove; an insulating layer is provided on the side of the square groove that contacts the coil, and the insulating layer is used to avoid the occurrence of danger; the top of the iron core is magnetically connected to the connecting tube inserted into the square groove; a switch is provided on the wire connecting the battery and the coil, and the switch is used to control the connection between the battery and the coil;

[0036] The four side walls of the connecting pipe are all fixed with first connecting ears, and the corresponding outer wall of the cross shell is also provided with four second connecting ears, and a fixing spring is wound between the corresponding first connecting ears and the second connecting ears, and the number of turns of the fixing spring is at least 2 turns, and the connection and fixation between the cross shell and the connecting pipe are further strengthened by stretching the fixing spring;

[0037] A hard rubber layer is fixed on the edge of the inner wall of the first connecting ear, a groove is provided on the side wall of the connecting tube, and the thickness of the hard rubber layer is greater than the height of the groove.

[0038] The beneficial effects of adopting the above-mentioned improvement scheme are as follows: the cross shell provides stronger structural support, which can prevent the connection pipe from shifting or tilting in all directions; through the cross connection, the load can be evenly distributed in multiple directions, reducing local stress concentration and improving the overall bearing capacity. The cross shell allows for quick and easy assembly of the second cross bar and the third vertical bar, reducing installation time and complexity, and making the structure more rigid, reducing deformation and bending, and improving overall stability.

[0039] Winding the coil around the iron core and energizing it will produce an electromagnet effect. After the iron core is magnetized, it can generate a strong magnetic field for adsorbing the second crossbar and the third vertical rod to prevent the connecting tube from falling off. By setting a fixing spring, the side wall support member and the second crossbar can be further prevented from falling off.

[0040] Furthermore, the connecting pipes are sequentially fixed upwards at the bottom of the bottom fixing member, and the connecting pipes in contact with each other are tightly fixed by the connecting member;

[0041] The first step is to fix the plurality of third vertical rods to the top of the connecting piece by bolts;

[0042] The second step is to insert and fix the connecting pieces on the third vertical rods in sequence, and insert the second horizontal rods into the corresponding connecting pieces;

[0043] The third step is to fix the second cross bar and the third vertical bar to the side wall support members at corresponding positions from bottom to top in sequence by means of bolts;

[0044] Step 4: determine the number of the third vertical bars according to the height, repeat the above steps from top to bottom, complete the installation of the second cross bar and the third vertical bar, and fix the diagonal brace between the second cross bar and the third vertical bar in sequence;

[0045] In the fifth step, after each of the connecting members is plugged into the second cross bar and the third vertical bar, power is supplied to further reinforce the second cross bar, the third vertical bar and the connecting member through magnetic attraction.

[0046] Furthermore, the reinforcement piece is an arched structure and includes a plurality of pieces, which are respectively fixed between the second cross bar and the third vertical bar, and are fixed to the second cross bar and the third vertical bar by bolts.

[0047] The beneficial effects of adopting the above-mentioned improvement scheme are as follows: the arch reinforcement can provide additional support force, making the connection between the second crossbar and the third vertical bar more stable, reducing the swing or deformation of the structure. The arch structure can effectively disperse the lateral and longitudinal loads, and enhance the bending resistance and stability of the overall structure. Since the load is more evenly distributed, the structure can withstand a larger total load, improving the overall bearing capacity. The arch structure improves the rigidity of the connection, reduces the relative movement between the second crossbar and the third vertical bar, and maintains the overall shape of the structure. The arch design helps to reduce the concentration of wind pressure, making the structure more stable under the action of wind.

[0048] Furthermore, the reinforcing member is fixed inside the directional structure composed of the connecting pipes, and the specific steps of using the reinforcing member to further support the unloading platform include:

[0049] The arch top and arch foot of the reinforcement member are fixedly connected with the adjacent second cross bar and the third vertical bar in sequence from top to bottom.

[0050] Furthermore, the bottom of the support platform is fixedly connected to the connecting pipe, and the side wall thereof is fixedly connected to the side wall support member; and reinforcing ribs are fixed to the bottom of the support platform.

[0051] Compared with the prior art, the platform laying method of a ground-based unloading platform provided by the present invention has the following beneficial effects: by welding side wall supports on the side walls of the building wall, additional support force can be provided for the unloading platform, ensuring that the platform remains stable during use, helping to disperse the load on the platform, and reducing tilt or displacement caused by heavy objects or improper operation.

[0052] Drawing the platform laying scope helps to clarify the construction area and ensure the accuracy of material use and construction technology. In addition, it can help detect potential design problems before actual construction and ensure that the final building meets the planning requirements. Doing so can also improve construction efficiency and reduce the possibility of subsequent modifications.

[0053] The bottom fixings are evenly arranged in a diagonal shape, providing a balanced support force to prevent the platform from tilting or shifting. Fixing the connecting pipes on the bottom fixings through the side wall support members can effectively disperse and support the load on the platform and improve the carrying capacity of the platform.

[0054] The multiple groups of bottom fixings, connectors and reinforcements improve the tightness of the connection, and the connection points get a more even load distribution, reducing the risk of excessive local stress, thereby improving the stability and safety of the overall structure. The multi-group structural design can provide more flexibility for construction, making it easier to adjust and correct in complex construction environments.

[0055] At the same time, the splicing design of connecting pipes and connecting parts can adjust the platform height according to different unloading requirements and working environment, so as to maximize the use of space in different operation stages. BRIEF DESCRIPTION OF THE DRAWINGS

[0056] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings required for use in the description of the embodiments of the present invention will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. For ordinary technicians in this field, other accompanying drawings can be obtained based on these accompanying drawings without paying creative labor.

[0057] Figure 1 A flow chart of a platform laying method for a floor-standing unloading platform;

[0058] Figure 2 A side view of a side wall support member of a platform laying method for a floor-type unloading platform;

[0059] Figure 3 A front view of a side wall support member of a platform laying method for a floor-type unloading platform;

[0060] Figure 4 It is a structural schematic diagram of a bottom fixing part of a platform laying method of a floor-standing unloading platform;

[0061] Figure 5 A schematic diagram of the structure of a connecting pipe of a platform laying method of a floor-standing unloading platform;

[0062] Figure 6 A schematic diagram of the structure of the connecting parts of a platform laying method of a floor-standing unloading platform;

[0063] Figure 7 It is a structural schematic diagram of a reinforcement member of a platform laying method of a floor-standing unloading platform;

[0064] In the accompanying drawings, the components represented by the reference numerals are listed as follows:

[0065] 10. Side wall support; 11. Extension plate; 12. Triangular fixing member; 121. Vertical fixing plate; 122. Inclined fixing plate; 13. Clamping member; 131. First cross bar; 132. First vertical bar; 133. Second vertical bar; 14. Embedded welding member; 20. Bottom fixing member; 21. Screw; 22. Stretching nail; 23. Connecting piece; 24. Triangular supporting member; 30. Connecting pipe; 31. Second cross bar; 32. Third vertical bar; 33. Diagonal brace; 40. Connecting member; 41. Cross shell; 42. Fastener; 421. Battery; 422. Iron core; 423. Coil; 431. First connecting ear; 432. Second connecting ear; 50. Reinforcement member; 60. Support platform. DETAILED DESCRIPTION

[0066] In order to make the purpose, technical solution and advantages of the embodiments of the present invention more clear, the technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0067] like Figure 1 FIG. 1 is a flow chart of a method for laying a floor-standing unloading platform provided by the present invention. In this embodiment, the method comprises the following specific steps:

[0068] S10: welding a side wall support member 10 on the side wall of the building wall;

[0069] S20: Draw the platform paving range according to the position of one side of the building wall on the planning drawing;

[0070] S30: fixing the bottom fixing member 20 in the platform laying range on the horizontal ground, wherein the bottom fixing member 20 includes a plurality of bottom fixing members 20 which are evenly arranged in a diagonal shape;

[0071] S40: The connecting pipes 30 are sequentially fixed upwardly at the bottom of the bottom fixing member 20 , and the connecting pipes 30 contacting each other are tightly fixed by the connecting member 40 ;

[0072] S50: A reinforcing member 50 is fixed inside the directional structure composed of the connecting pipe 30, and the reinforcing member 50 is used to further support the unloading platform;

[0073] S60: Fixing the support platform 60 on the top of the square structure formed by the connecting pipes 30 to complete the laying of the floor-type unloading platform.

[0074] When in use, a side wall support 10 is welded to the side wall of the building wall; the platform laying range is drawn according to the position of one side of the building wall in the planning drawing; the bottom fixing member 20 is fixed in the platform laying range on the horizontal ground, and the bottom fixing member 20 includes a plurality of bottom fixing members 20, which are evenly arranged in a diagonal shape; the connecting pipes 30 are fixed upward in sequence at the bottom of the bottom fixing member 20, and the connecting pipes 30 that are in contact with each other are tightly fixed by the connecting members 40; a reinforcing member 50 is fixed inside the directional structure composed of the connecting pipes 30, and the reinforcing member 50 is used to further support the unloading platform: a supporting platform 60 is fixed on the top of the square structure composed of the connecting pipes 30 to complete the laying of the ground-type unloading platform.

[0075] like Figure 2-3As shown in the above technical solution, the side wall support member 10 includes an extension plate 11, a triangular fixing member 12, a clamping member 13 and a pre-embedded welding member 14. The clamping member 13 is a gate-shaped structure, and its width is the same as the width of the building wall. The clamping member 13 includes a first cross bar 131, a first vertical bar 132 and a second vertical bar 133. The first cross bar 131, the first vertical bar 132 and the second vertical bar 133 are welded together; the first vertical bar 132 and the second vertical bar 133 are respectively fixed on both sides of the first cross bar 131; the length of the first vertical bar 132 extends to the inside of the building wall, and is aligned with the inner wall of the corresponding building wall. The second vertical rod 133 is fixedly connected to the external steel bars of the building wall by bolts; the central bottom of the first cross bar 131 is welded with an embedded welding piece 14, and the embedded welding piece 14 is fixedly connected to the internal steel bars at the corresponding position of the building wall by bolts; the extension plate 11 is fixedly connected to one side of the second vertical rod 133 by bolts; a triangular fixing piece 12 is fixed between the bottom of the extension plate 11 and the second vertical rod 133 and between the bottom of the extension plate 11 and the building wall, and the triangular fixing piece 12 provides a stable support for the extension plate 11, the clamping piece 13, and the building wall through a triangular stability structure;

[0076] The triangular fixing member 12 includes a vertical fixing plate 121 and an inclined fixing plate 122. The two right-angled sides of the vertical fixing plate 121 are respectively fixedly connected to the second vertical rod 133 and the bottom of the extension plate 11 by bolts. The inclined fixing plate 122 is arranged on both sides of the extension plate 11. The inclined fixing plate 122 is a trapezoidal structure formed by two triangles, and its top and bottom edges are respectively fixedly connected to the bottom edge of the extension plate 11 and the steel bars on the building wall; the angle between the inclined fixing plate 122 and the extension plate 11 is 45°.

[0077] The connecting pipe 30 is a steel pipe with high strength, good durability, and easy processing and installation; wherein the connecting pipe 30 has an outer diameter of 60 mm, a wall thickness of 4 mm, and a length of 900 mm.

[0078] The connecting pipe 30 is an aluminum alloy pipe, which is lightweight and corrosion-resistant, and is convenient for adjusting the height of the entire unloading platform; wherein the connecting pipe 30 has an outer diameter of 50 mm, a wall thickness of 4 mm, and a length of 600 mm.

[0079] The connecting pipe 30 is a glass fiber reinforced plastic pipe with high strength, corrosion resistance and light weight; the connecting pipe 30 has an outer diameter of 100 mm, a wall thickness of 6 mm and a length of 1200 mm.

[0080] Furthermore, in the above technical solution, the side wall support members 10 include a plurality of side wall support members 10, which are staggered and fixed on the building wall from bottom to top;

[0081] The specific steps of welding the side wall support member 10 on the side wall of the building wall include:

[0082] The first step is to select and mark the specific location of the welding side wall support 10;

[0083] The second step is to fix and connect the extension plate 11, the vertical fixing plate 121, the clamping member 13 and the embedded welding member 14;

[0084] The third step is to drill holes at the corresponding positions of the embedded welded parts 14, avoiding the positions of the steel bars inside the building wall;

[0085] The fourth step is to insert the embedded welded part 14 into the hole, fix it with the adjacent steel bars and then cover the hole with concrete;

[0086] Step 5: Adjust the position of the clamping member 13 and fix the first cross bar 131 to the building wall by bolts;

[0087] Step 6: Weld and fix the first vertical rod 132 to the internal steel bars of the building wall;

[0088] In the seventh step, the inclined fixing plate 122 is fixed between the extension plate 11 and the outer side of the building wall.

[0089] like Figure 4 As shown, in the above technical scheme, the bottom fixing member 20 includes a screw rod 21, a stretching nail 22, a connecting piece 23 and a triangular support member 24. The screw rod 21 includes at least two screw rods 21, which are fixedly welded to the bottom of the connecting piece 23. A connecting ear is fixed on the side wall of the connecting piece 23. The stretching nail 22 is fixed at an acute angle to the screw rod 21 on one side of the bottom fixing member 20. A steel core rope is fixed between the stretching nail 22 and the connecting ear. The steel core rope is used to stabilize the balance of the bottom fixing member 20 through pulling force; a triangular support member 24 is welded to the bottom of the connecting piece 23 at the contact position with the ground. The triangular support member 24 includes 4 triangular support members, which are correspondingly welded to the four sides of the bottom of the connecting piece 23; a connecting hole is opened at the edge of the triangular support member 24, and a stretching wire is wound in the connecting hole. The other end of the stretching wire is fixed to the connecting pipe 30.

[0090] like Figure 5 As shown, in the above technical solution, the connecting pipe 30 includes a second cross bar 31, a third vertical bar 32 and a diagonal brace 33. The second cross bar 31 and the third vertical bar 32 are cross-arranged, and a connecting member 40 is arranged at the cross intersection position. The connecting member 40 is used to fix the second cross bar 31 and the third vertical bar 32; the square structure formed by the second cross bar 31 and the third vertical bar 32 is fixedly connected to the side wall support member 10 by bolts on one side close to the building wall;

[0091] A diagonal brace 33 is fixed between the adjacent second cross bar 31 and third vertical bar 32. The second cross bar 31 and the third vertical bar 32 are provided with inclined 45° grooves at the side walls, and the inclined directions of the grooves are downward; rubber layers are provided on both sides of the diagonal brace 33, and a 45° angle is provided on both sides; the diagonal brace 33 supports the second cross bar 31 and the third vertical bar 32 by snapping into the 45° grooves on the side walls of the second cross bar 31 and the third vertical bar 32; through holes are provided at the corresponding positions of the second cross bar 31, the third vertical bar 32 and the diagonal brace 33, and bolts pass through the through holes to further reinforce the second cross bar 31, the third vertical bar 32 and the diagonal brace 33.

[0092] like Figure 6 As shown, in the above technical solution, the connector 40 includes a cross shell 41, and square grooves are provided at the four corners of the cross shell 41, and the inner diameter of the directional groove is the same as the outer diameter of the connecting tube 30; a fastener 42 is fixed inside the square groove, and the fastener 42 includes a battery 421, an iron core 422 and a coil 423, and the battery 421 is fixed at the center of the cross shell 41, and is electrically connected to the coils 423 of the four fasteners 42 respectively; the coil 423 is correspondingly wound on the outer wall of the iron core 422; the iron core 422 is vertically arranged at the bottom of the square groove, and the upper end of the iron core 422 extends out of the bottom of the square groove; an insulating layer is provided on the side of the square groove in contact with the coil 423, and the insulating layer is used to avoid the occurrence of danger; the top of the iron core 422 is magnetically connected to the connecting tube 30 inserted into the square groove; a switch is provided on the wire connecting the battery 421 and the coil 423, and the switch is used to control the connection between the battery 421 and the coil 423;

[0093] The four side walls of the connecting tube 30 are all fixed with first connecting ears 431, and the outer wall of the corresponding cross housing 41 is also provided with four second connecting ears 432. A fixing spring is wound between the corresponding first connecting ears 431 and the second connecting ears 432, and the number of turns of the fixing spring is at least 2. The connection and fixation between the cross housing 41 and the connecting tube 30 is further strengthened by stretching the fixing spring.

[0094] A hard rubber layer is fixed on the edge of the inner wall of the first connecting ear 431 , and a groove is formed on the side wall of the connecting tube 30 . The thickness of the hard rubber layer is greater than the height of the groove.

[0095] Furthermore, in the above technical solution, the connecting pipes 30 are sequentially fixed upward at the bottom of the bottom fixing member 20, and the connecting pipes 30 that are in contact with each other are tightly fixed by the connecting member 40;

[0096] The first step is to fix the third vertical rods 32 to the top of the connecting plate 23 by bolts;

[0097] In the second step, the fixing connecting pieces 40 are inserted into the third vertical rods 32 in sequence, and the second horizontal rods 31 are inserted into the corresponding connecting pieces 40;

[0098] The third step is to fix the second cross bar 31 and the third vertical bar 32 to the side wall support members 10 at the corresponding positions from bottom to top in sequence by bolts;

[0099] Step 4: Determine the number of third vertical rods 32 according to the height, repeat the above steps from top to bottom, complete the installation of the second crossbar 31 and the third vertical rod 32, and fix the diagonal brace 33 between the second crossbar 31 and the third vertical rod 32 in sequence;

[0100] In the fifth step, after each connector 40 is plugged into the second crossbar 31 and the third vertical bar 32, power is turned on to further reinforce the second crossbar 31, the third vertical bar 32 and the connector 40 through magnetic attraction.

[0101] Furthermore, in the above technical solution, the reinforcement member 50 is an arched structure including a plurality of reinforcement members, which are respectively fixed between the second cross bar 31 and the third vertical bar 32 , and are fixed to the second cross bar 31 and the third vertical bar 32 by bolts.

[0102] The arched structure can effectively distribute the load, making the force uniform. This ability to distribute the load helps to reduce local stress concentration, thereby reducing the transmission and amplification of vibration. The arched structure can effectively distribute the load, making the force uniform. This ability to distribute the load helps to reduce local stress concentration, thereby reducing the transmission and amplification of vibration.

[0103] like Figure 7 As shown, in the above technical solution, a reinforcing member 50 is fixed inside the directional structure composed of the connecting pipe 30, and the specific steps of the reinforcing member 50 for further supporting the unloading platform include:

[0104] The arch top and arch foot of the reinforcement member 50 are fixedly connected to the adjacent second cross bar 31 and third vertical bar 32 in sequence from top to bottom.

[0105] Furthermore, in the above technical solution, the bottom of the support platform 60 is fixedly connected to the connecting pipe 30 , and the side wall thereof is fixedly connected to the side wall support member 10 ; and a reinforcing rib is fixedly provided at the bottom of the support platform 60 .

[0106] Example:

[0107] The length of the floor-type unloading platform is 11 meters and the width is 5.6 meters. The lengths of the second cross bar 31 and the third vertical bar 32 are both 900 mm.

[0108] The main beam material of the support platform 60 is made of high-rigidity channel steel to improve the platform's stress performance, safety and stability; the specification of the channel steel is Q235B: 10# channel steel; the channel steel is placed on the top support of the vertical pole to make the entire frame bear force reasonably, and at the same time, two layers of channel steel are laid to strengthen the strength of the structure. The support platform 60 is built with wooden squares and wooden templates. An adjustable support is set between the channel steel and the support platform, and the specification of the adjustable support is 38#*600.

[0109] Q235B is the grade and material identification of the steel, Q stands for "yield point", which refers to the yield strength of the steel, 235 means that the yield strength of the steel is about 235MPa, and B is the quality grade of the steel. Q235B represents a kind of ordinary carbon structural steel with good plasticity, toughness, weldability and processability. Channel steel (is a long strip of steel with a U-shaped cross section. 10# means that the height of the channel steel is 100mm.

[0110] The thickness of the wooden formwork is 12mm and the specifications of the wooden square are 40*90mm.

[0111] In the adjustable support 38#*600, 38# usually means that the width of the support is 38mm, and 600 means that the adjustable range of the adjustable support is 600mm.

[0112] Specifically, the principle of the present invention is: when in use, a side wall support 10 is welded on the side wall of the building wall; the platform laying range is drawn according to the position of one side of the building wall described in the planning drawing; the bottom fixing member 20 is fixed in the platform laying range on the horizontal ground, and the bottom fixing member 20 includes a plurality of bottom fixing members 20, which are evenly arranged in a diagonal shape; the connecting pipes 30 are fixed upward in sequence at the bottom of the bottom fixing member 20, and the connecting pipes 30 that are in contact with each other are tightly fixed by the connecting member 40; the reinforcing member 50 is fixed inside the directional structure composed of the connecting pipes 30, and the reinforcing member 50 is used to further support the unloading platform: the supporting platform 60 is fixed on the top of the square structure composed of the connecting pipes 30 to complete the laying of the ground-type unloading platform.

Claims

1. A method for laying a floor-standing unloading platform, characterized in that: The specific steps include: S10: welding a side wall support member (10) on the side wall of the building wall; S20: Draw the platform laying range according to the position of one side of the building wall described in the planning drawing; S30: fixing a bottom fixing member (20) within the platform laying range on the horizontal ground, wherein the bottom fixing member (20) comprises a plurality of bottom fixing members (20) which are evenly arranged in a diagonal shape; S40: fixing the connecting pipes (30) upwards in sequence at the bottom of the bottom fixing member (20), and the connecting pipes (30) in contact with each other are tightly fixed by the connecting member (40); S50: The reinforcing member (50) is fixed inside the directional structure formed by the connecting pipe (30), and the reinforcing member (50) is used to further support the unloading platform; S60: Fixing a support platform (60) on the top of the square structure formed by the connecting pipes (30) to complete the laying of the floor-type unloading platform.

2. The platform laying method of a floor-standing unloading platform according to claim 1 is characterized in that: The side wall support member (10) comprises an extension plate (11), a triangular fixing member (12), a clamping member (13) and a pre-embedded welding member (14); the clamping member (13) is a gate-shaped structure, and its width is the same as the width of the building wall; the clamping member (13) comprises a first cross bar (131), a first vertical bar (132) and a second vertical bar (133); the first cross bar (131), the first vertical bar (132) and the second vertical bar (133) are welded together; the first vertical bar (132) and the second vertical bar (133) are respectively fixed on both sides of the first cross bar (131); the length of the first vertical bar (132) extends to the inside of the building wall, and is welded and fixed to the corresponding internal steel bars of the building wall. ; The second vertical rod (133) is fixedly connected to the external steel bars of the building wall by bolts; the embedded welding piece (14) is welded to the central bottom of the first cross rod (131), and the embedded welding piece (14) is fixedly connected to the internal steel bars at the corresponding position of the building wall by bolts; the extension plate (11) is fixedly connected to one side of the second vertical rod (133) by bolts; the triangular fixing piece (12) is fixed between the bottom of the extension plate (11) and the second vertical rod (133) and between the bottom of the extension plate (11) and the building wall, and the triangular fixing piece (12) provides stable support for the extension plate (11), the clamping piece (13) and the building wall through a triangular stability structure; The triangular fixing member (12) comprises a vertical fixing plate (121) and an inclined fixing plate (122); two right-angled sides of the vertical fixing plate (121) are respectively fixedly connected to the second vertical rod (133) and the bottom of the extension plate (11) by bolts; the inclined fixing plate (122) is arranged on both sides of the extension plate (11); the inclined fixing plate (122) is a trapezoidal structure formed by splicing two triangles; the top side and the bottom side of the inclined fixing plate (122) are respectively fixedly connected to the bottom side of the extension plate (11) and the steel bars on the building wall; the angle between the inclined fixing plate (122) and the extension plate (11) is 45°.

3. The platform laying method of a floor-standing unloading platform according to claim 2 is characterized in that: The side wall support members (10) include a plurality of side wall support members (10) which are fixed on the building wall in a staggered manner from bottom to top; The specific steps of welding the side wall support member (10) on the side wall of the building wall include: The first step is to select and mark the specific position for welding the side wall support member (10); The second step is to fix and connect the extension plate (11), the vertical fixing plate (121), the clamping member (13) and the embedded welding member (14); The third step is to drill holes at positions corresponding to the installation positions of the embedded welded parts (14), avoiding the positions of the steel bars inside the building wall; The fourth step is to insert the embedded welded part (14) into the hole, fix it to the adjacent steel bars and then fill the hole with concrete; Step 5: adjusting the position of the clamping member (13) and fixing the first cross bar (131) to the building wall by means of bolts; Step 6: Weld and fix the first vertical rod (132) to the internal steel bars of the building wall; The seventh step is to fix the inclined fixing plate (122) between the extension plate (11) and the outer side of the building wall.

4. The platform laying method of a floor-standing unloading platform according to claim 3 is characterized in that: The bottom fixing member (20) comprises a screw rod (21), a stretching nail (22), a connecting piece (23) and a triangular support member (24). The screw rod (21) comprises at least two screw rods, which are fixedly welded to the bottom of the connecting piece (23). A connecting ear is fixed on the side wall of the connecting piece (23). The stretching nail (22) is fixed to one side of the bottom fixing member (20) at an acute angle with the screw rod (21). A steel core rope is fixed between the stretching nail (22) and the connecting ear. The steel core rope is used to stabilize the balance of the bottom fixing member (20) through a pulling force. The triangular support member (24) is welded to the bottom of the connecting piece (23) at the position in contact with the ground. The triangular support member (24) comprises four triangular support members, which are correspondingly welded to the four sides of the bottom of the connecting piece (23). A connecting hole is opened at the edge of the triangular support member (24). A stretching wire is wound in the connecting hole. The other end of the stretching wire is fixed to the connecting pipe (30).

5. The platform laying method of a floor-standing unloading platform according to claim 4, characterized in that: The connecting pipe (30) comprises a second cross bar (31), a third vertical bar (32) and a diagonal brace (33); the second cross bar (31) and the third vertical bar (32) are arranged crosswise, and the connecting member (40) is arranged at the cross point; the connecting member (40) is used to fix the second cross bar (31) and the third vertical bar (32); the square structure formed by the second cross bar (31) and the third vertical bar (32) is fixedly connected to the side wall support member (10) by bolts on a side close to the building wall; The diagonal brace (33) is fixed between the adjacent second cross bar (31) and the third vertical bar (32); the second cross bar (31) and the third vertical bar (32) are provided with inclined 45° grooves at the side wall positions, and the inclined directions of the grooves are both downward; rubber layers are provided on both sides of the diagonal brace (33), and both sides thereof are provided with 45° angles; the diagonal brace (33) supports the second cross bar (31) and the third vertical bar (32) by snapping into the 45° grooves on the side walls of the second cross bar (31) and the third vertical bar (32); through holes are provided at corresponding positions of the second cross bar (31), the third vertical bar (32) and the diagonal brace (33), and bolts are passed through the through holes to further reinforce the second cross bar (31), the third vertical bar (32) and the diagonal brace (33).

6. The platform laying method of a floor-standing unloading platform according to claim 5, characterized in that: The connecting member (40) comprises a cross shell (41), and square grooves are provided at the four corners of the cross shell (41), and the inner diameter of the directional groove is the same as the outer diameter of the connecting tube (30); a fastener (42) is fixed inside the square groove, and the fastener (42) comprises a battery (421), an iron core (422) and a coil (423); the battery (421) is fixed at the center of the cross shell (41), and is electrically connected to the coils (423) of the four fasteners (42) respectively; the coils (423) are correspondingly wound around the iron core (422) and the coils (423) are respectively connected to the four fasteners (42). The iron core (422) is arranged on the outer wall of the core (422); the iron core (422) is arranged perpendicularly to the bottom of the square groove, and the upper end of the iron core (422) extends out of the bottom of the square groove; an insulating layer is arranged on the side of the square groove that contacts the coil (423), and the insulating layer is used to avoid the occurrence of danger; the top of the iron core (422) is magnetically connected to the connecting tube (30) inserted into the square groove; a switch is arranged on the wire connecting the battery (421) and the coil (423), and the switch is used to control the connection between the battery (421) and the coil (423); The four side walls of the connecting tube (30) are all fixed with first connecting ears (431), and the outer wall of the corresponding cross shell (41) is also provided with four second connecting ears (432), and a fixing spring is wound between the corresponding first connecting ears (431) and the second connecting ears (432), and the number of turns of the fixing spring is at least 2, and the connection and fixation between the cross shell (41) and the connecting tube (30) is further reinforced by stretching the fixing spring; A hard rubber layer is fixed to the edge of the inner wall of the first connecting ear (431), a groove is provided on the side wall of the connecting tube (30), and the thickness of the hard rubber layer is greater than the height of the groove.

7. The platform laying method of a floor-standing unloading platform according to claim 6, characterized in that: The connecting pipes (30) are sequentially fixed upwardly at the bottom of the bottom fixing member (20), and the connecting pipes (30) that are in contact with each other are tightly fixed via the connecting member (40); The first step is to fix the plurality of third vertical rods (32) to the top of the connecting plate (23) by means of bolts; The second step is to insert and fix the connecting piece (40) on the third vertical rod (32) in sequence, and insert the second horizontal rod (31) into the corresponding connecting piece (40); The third step is to fix the second cross bar (31) and the third vertical bar (32) to the side wall support members (10) at corresponding positions from bottom to top in sequence by means of bolts; The fourth step is to determine the number of the third vertical rods (32) according to the height, repeat the above steps from top to bottom, complete the installation of the second cross rod (31) and the third vertical rod (32), and fix the diagonal brace (33) between the second cross rod (31) and the third vertical rod (32) in sequence; In the fifth step, after each of the connecting pieces (40) is plugged into the second cross bar (31) and the third vertical bar (32), power is supplied to further reinforce the second cross bar (31), the third vertical bar (32) and the connecting piece (40) through magnetic attraction.

8. The platform laying method of a floor-standing unloading platform according to claim 7, characterized in that: The reinforcing member (50) is an arched structure and includes a plurality of members, which are respectively fixed between the second cross bar (31) and the third vertical bar (32), and are fixed to the second cross bar (31) and the third vertical bar (32) by bolts.

9. The platform laying method of a floor-standing unloading platform according to claim 8, characterized in that: The reinforcing member (50) is fixed inside the directional structure formed by the connecting pipe (30), and the specific steps of using the reinforcing member (50) to further support the unloading platform include: The arch top and arch foot of the reinforcement member (50) are fixedly connected to the adjacent second cross bar (31) and the third vertical bar (32) in sequence from top to bottom.

10. A platform laying method for a floor-standing unloading platform according to claim 9, characterized in that: The bottom of the support platform (60) is fixedly connected to the connecting pipe (30), and the side wall thereof is fixedly connected to the side wall support member (10); and a reinforcing rib is fixedly provided on the bottom of the support platform (60).

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