A double-track transport system for vertical lifting outdoors in buildings

By designing a dual-track transportation system for buildings, the problems of crawl-stay, inclined hanging and high-altitude throwing in building construction are solved, safe and efficient material transportation is achieved, and the requirements of building construction safety specifications are met. It is suitable for a variety of building structures .

CN114380216BActive Publication Date: 2024-12-13BEIJING SHUNXIN TIANYU CONSTR ENG CO LTD
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Patent Information

Application Number
CN202111536376.0
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-12-15
Publication Date
2024-12-13
Estimated Expiration
2041-12-15

AI Technical Summary

Technical Problem

During construction, workers often use trapezoidal, inclined lifting and throwing objects from high altitude, resulting in frequent safety accidents and cannot meet the "Technical Specifications for Safety of Construction Lifting and Lifting" that the lifted components should be ensured in the crane The request is directly below the top of the boom.

Method used

A dual-rail transportation system for vertical lifting of buildings outdoors is designed, including tower cranes, dual-rail C-shaped steel, transport vehicles, limit baffles, containers and C-shaped steel fixing components. Through the cooperation of dual-rail C-shaped steel and ball bearings, the vertical and vertical Transport horizontally, ensuring that the transport box is directly under the hook, avoiding trapping and throwing objects from high altitudes.

Benefits of technology

It effectively reduces the incidence of safety accidents, saves labor and time, improves transportation speed and work efficiency, meets the technical requirements of safety specifications, and is suitable for frame column groups and frame-shear wall structures.

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Abstract

The present invention discloses a double-track transportation system for vertical lifting outdoors in buildings, comprising: a tower crane, a hook, a double-track C-shaped steel, a transport vehicle and a container; the double-track C-shaped steel is extended from the interior of the building to the outdoors and is suspended in the air, the transport vehicle is installed between two C-shaped steel tracks, the container is located in the transport vehicle, the tower crane is located next to the building, and when the transport vehicle is located on the double-track C-shaped steel suspended outdoors, the tower crane can control the hook to be located directly above the transport vehicle. The present invention is applicable to frame column group structures and frame-shear wall structures, replacing the methods of oblique pulling, oblique lifting and high-altitude throwing that workers often use to transport materials in and out of each floor. It solves the technical problem of oblique pulling and oblique lifting and non-vertical lifting, and also achieves the goal of connecting horizontal transportation and vertical transportation of construction projects.
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Description

Technical Field

[0001] The invention belongs to the technical field of transport vehicles for interconnecting horizontal and vertical transport of construction projects, and in particular relates to a double-track transport system for vertical lifting outdoors in buildings. Background Art

[0002] Article 3.0.15 of the "General Provisions for Hoisting and Lifting" in the "Technical Specifications for Safety of Hoisting and Lifting in Construction" stipulates: "The hoisted components should be ensured to be directly below the top of the crane boom, and it is strictly prohibited to use oblique pulling and slanted lifting." However, the actual situation at the construction site is that indoor and outdoor transportation is completed manually, and in order to save trouble, workers often use oblique pulling, slanted lifting and high-altitude throwing to transport materials in and out of each floor, which often leads to safety accidents. Summary of the invention

[0003] In view of this, the present invention provides a double-track transportation system for vertical lifting outdoors in buildings, which is applicable to frame column group structures and frame-shear wall structures, replacing the previous methods of workers often using oblique pulling, oblique lifting and high-altitude throwing to transport materials in and out of each floor. It solves the technical difficulties of oblique pulling and oblique lifting, and also achieves the goal of connecting horizontal transportation and vertical transportation of construction projects.

[0004] The present invention is achieved through the following technical solutions:

[0005] A double-track transport system for vertical lifting outdoors in a building, comprising: a tower crane, a hook and a transport structure;

[0006] The transport structure comprises: double-track C-shaped steel, a transport vehicle, a limit baffle, a container, a C-shaped steel fixing assembly and a C-shaped steel reinforcement assembly;

[0007] The double-track C-shaped steel is two C-shaped steel rails parallel to each other, the C-shaped openings of the two C-shaped steel rails are opposite, and extend from the interior of the building to the exterior in a suspended arrangement, and the double-track C-shaped steel is fixed indoors and suspended outdoors by a C-shaped steel fixing assembly;

[0008] The C-shaped steel reinforcement assembly is installed on the double-track C-shaped steel suspended outdoors, and is used to increase the bending, shearing and torsional strength of the double-track C-shaped steel suspended outdoors;

[0009] The transport vehicle is installed between two C-shaped steel rails and reciprocates along the length direction of the C-shaped steel rails;

[0010] The container is located in the transport vehicle and is used to hold the construction materials and engineering waste to be used;

[0011] The limit baffle is vertically installed at the outdoor terminal of the C-shaped steel track to limit the position of the transport vehicle;

[0012] The tower crane is located next to the building. When the transport vehicle is located on the double-track C-shaped steel suspended outdoors, the tower crane can control the hook to be located just above the transport vehicle.

[0013] Furthermore, the C-shaped steel reinforcement assembly includes reinforcement plate I, reinforcement plate II and steel plate strip;

[0014] The reinforcing plate I is a long steel plate, the plate surface of the reinforcing plate I is perpendicular to the upper wing plate of the outdoor suspended C-shaped steel track, and the reinforcing plate I is fixedly arranged along the center line of the upper part of the upper wing plate of the C-shaped steel track;

[0015] The reinforcing plate II is a long steel plate, and the plate surface of the reinforcing plate II is fixedly arranged in contact with the outer side of the web of the outdoor suspended C-shaped steel track;

[0016] The lengths of the reinforcing plates I and II are both greater than the length of the outdoor suspended C-shaped steel track, and the widths are both less than the width of the web of the C-shaped steel track;

[0017] The steel plate strip is a rectangular steel plate, which is installed between two C-shaped steel rails suspended outdoors, and the steel plate strip is welded to the bottom of the two C-shaped steel rails.

[0018] Further, the transport vehicle comprises four identical ball bearings, two identical wheel axles and a vehicle body structure;

[0019] The two wheel axles are installed in parallel between two C-shaped steel tracks, and both ends of each wheel axle are connected to the cavity of a C-shaped steel track through a ball bearing, and the ball bearing has a ball bearing inner ring and a ball bearing outer ring, each ball bearing inner ring is connected to one end of the wheel axle, and each ball bearing outer ring is in contact with the inner surface of the corresponding C-shaped steel track, and the four ball bearings roll synchronously back and forth in the cavity of the double-track C-shaped steel along the length direction of the C-shaped steel track;

[0020] The vehicle body structure includes a vehicle box and a bracket; the vehicle box is fixed on two wheel axles through the bracket;

[0021] The container is located in the vehicle box.

[0022] Further, it is applicable to building structure I, wherein the building structure I is a frame column group structure, including: floor slab, indoor frame beam, outdoor frame beam and peripheral column;

[0023] The double-track C-shaped steel is arranged on the floor slab and extends to the outdoor suspended position;

[0024] The C-shaped steel fixing assembly includes an indoor fixing assembly I and an externally cantilevered fixing assembly I; the indoor fixing assembly I is used to fix the double-track C-shaped steel on the floor slab, and more than two indoor fixing assemblies I are arranged along the length direction of the two C-shaped steel tracks; the externally cantilevered fixing assembly I is used to fix the double-track C-shaped steel suspended outdoors.

[0025] Furthermore, each of the indoor fixing components I comprises a channel steel section and an anchor bolt, the channel steel section is installed on the outside of the web of the C-shaped steel track on the indoor floor, the notch of the channel steel section is opposite to the C-shaped opening of the C-shaped steel track, and the web of the channel steel section is welded to the web of the C-shaped steel track; the anchor bolts are installed on the indoor floor and are evenly spaced along the length direction of the C-shaped steel track, coaxially opposite through holes M are processed on the two wing plates of the channel steel section, the anchor bolts are installed on the indoor floor, the anchor bolts are connected to the channel steel section through the through holes M, and are fastened with nuts;

[0026] The cantilever fixing assembly I includes more than two steel wire ropes, annular bolts and one or more lifting eye rods; the annular bolts are installed through the upper beams of the corresponding floors; the lifting eye rods are metal rods with annular rings at both ends, and the two ends of the metal rods are respectively welded to the lower wing plates of two C-shaped steel rails; one end of each of the steel wire ropes passes through the annular bolt and is locked and fixed, and the other end passes through an annular ring of the corresponding lifting eye rod and is locked and fixed, and each of the steel wire ropes is in a taut state.

[0027] Further, it is applicable to building structure II, wherein building structure II is a frame-shear wall structure, including a floor slab, a balcony enclosure, a window opening and a shear wall;

[0028] The height of the double-track C-shaped steel from the floor slab is H, which is greater than or equal to the height of the lower part of the window opening from the floor slab, and H is greater than the height of the balcony enclosure;

[0029] The C-shaped steel fixing assembly includes: more than two spacing adjustment assemblies, more than two sets of positioning sleeves and more than two sets of support columns; the more than two spacing adjustment assemblies are used to adjust the distance between two C-shaped steel tracks when installing the C-shaped steel tracks; the more than two sets of support columns are used to position the double-track C-shaped steel at a height of H from the floor; the more than two sets of positioning sleeves are used to position the support columns when installing the support columns;

[0030] The width of the vehicle box of the transport vehicle is smaller than the clear distance between each group of support pillars.

[0031] Furthermore, the two spacing adjustment components are arranged at a distance from each other, and each spacing adjustment component comprises two ear plates, a spacing adjustment shaft and four nuts; the two ear plates of each spacing adjustment component are welded to the bottom of the two C-shaped steel rails opposite to each other; both ends of each spacing adjustment shaft are processed with external threads, and each spacing adjustment shaft is arranged through two opposite ear plates; two nuts are respectively installed at both ends of each ear plate;

[0032] More than two groups of positioning sleeves are arranged at equal intervals, and each group of positioning sleeves includes two positioning sleeves arranged opposite to each other. Each positioning sleeve is a channel steel section. The two positioning sleeves are installed one by one on the outer sides of the webs of two C-shaped steel rails in the room. The notch of each positioning sleeve is opposite to the C-shaped opening of the corresponding C-shaped steel rail. The web of each positioning sleeve is fitted and fixedly connected with the web of the corresponding C-shaped steel rail. Coaxial through holes N are processed on the two wing plates of each positioning sleeve.

[0033] Furthermore, more than two groups of support columns are arranged at equal intervals, each group of support columns is composed of two support columns arranged opposite to each other, and each support column comprises: a base sleeve, a telescopic tube, a plug-in support tube, an oil tray and a shock-absorbing block; the through hole N of the positioning sleeve is matched with the hole axis of the base sleeve; a mounting flange is provided at one end of the base sleeve, and the base sleeve is fixed to the floor slab through the mounting flange; the positioning sleeve and the base sleeve are relatively fixed at a height of H from the floor slab;

[0034] The diameters of the base sleeve, telescopic tube and plug-in support tube decrease in sequence, and the three are coaxially movably nested and installed; the base sleeve, telescopic tube and plug-in support tube are all processed with radial positioning through holes with equal spacing along the length direction, and the length of the support column is adjusted by inserting bolts through the overlapping radial positioning through holes;

[0035] An oil tray is fixed to the upper end of the plug-in support tube; the shock-absorbing block is a wooden block, which is connected to the oil tray; and the shock-absorbing block is tightly against the upper floor slab.

[0036] Furthermore, rail transport wheels are installed at both ends of each spacing adjustment shaft, and the rail transport wheels are rubber wheels.

[0037] Furthermore, support bases are arranged at equal intervals at the bottom of each C-shaped steel track on the floor slab. The support bases are perpendicular to the floor slab, one end of which is welded to the bottom of the double-track C-shaped steel, and the other end is connected to the floor slab through a flange.

[0038] Beneficial effects:

[0039] (1) The present invention is used to replace manual loading and unloading of materials. Compared with traditional manual loading and unloading of materials, it not only avoids oblique pulling and lifting, high-altitude throwing, and reduces the incidence of safety accidents, but also saves manpower, reduces the labor intensity of workers, saves time, increases speed, shortens construction period, and reduces the direct cost of the project, thereby achieving the purpose of safe operation, cost saving, improved work efficiency, and increased benefits.

[0040] (2) The transport vehicle of the present invention can meet the requirements of both indoor horizontal transportation and horizontal transportation on an outdoor cantilever through the cooperation of ball bearings and double-track C-shaped steel. When transporting horizontally on an outdoor cantilever, the container in the vehicle can be placed directly below the top of the crane hook, thereby solving the problems of oblique pulling, slanting lifting and high-altitude throwing, and meeting the technical requirements of Article 3.0.15 of the "General Provisions for Hoisting and Lifting" in the "Technical Specifications for Safety of Hoisting and Lifting in Construction": "The hoisted components should be ensured to be directly below the top of the crane boom, and oblique pulling and slanting lifting are strictly prohibited."

[0041] (3) The present invention is applicable not only to frame column group structures, but also to frame-shear wall structures, thereby solving the technical problems of oblique stays and oblique suspensions existing in buildings of the two structures.

[0042] (4) In the present invention, reinforcing plate I, reinforcing plate II and steel strip are added to the C-shaped steel, thereby increasing the shear, bending and torsional strength of the double-track C-shaped steel.

[0043] (5) The transport structure applicable to the frame-shear wall structure of the present invention includes a spacing adjustment component and a positioning sleeve, so that positioning is simple and easy to operate during the installation of the double-track C-shaped steel.

[0044] (6) The length of the support column applicable to the frame-shear wall structure in the present invention is adjustable and can be applied to different heights; and the upper end of the support column is not fixedly connected to the floor slab above the floor, which makes installation and disassembly easier while ensuring the anti-overturning and stability of the transportation system.

[0045] (7) The rail transport wheel applicable to the frame-shear wall structure of the present invention is used to move the positions of two C-shaped steel rails after the spacing has been adjusted, thereby making the transportation of the double-track C-shaped steel more convenient during the assembly and disassembly process.

[0046] (8) The double-track C-shaped steel of the present invention limits the vehicle body structure, and the structure is stable and safe. Not only can people walk safely on the double-track C-shaped steel indoors, but they can also walk safely on the long arm of the outdoor cantilevered long arm suspended track.

[0047] (9) The transport vehicle of the present invention is provided with bottom columns for supporting the vehicle box, so that the vehicle box is separated from the upper surface of the double-track C-shaped steel, thereby avoiding friction between the vehicle box and the double-track C-shaped steel; at the same time, when used in a frame column group structure, the width of the designed vehicle box can be increased, thereby increasing the capacity of the vehicle box. However, when used in a frame-shear wall structure, the width of the vehicle box is limited due to the limitation of the supporting columns around the double-track C-shaped steel, so the capacity of the vehicle box can be increased by increasing the length of the designed vehicle box. BRIEF DESCRIPTION OF THE DRAWINGS

[0048] Figure 1It is an overall schematic diagram of the transportation system applicable to the frame column group structure;

[0049] Figure 2 It is a schematic diagram of the transport structure I applicable to the frame column group structure;

[0050] Figure 3 for Figure 2 aa section diagram of;

[0051] Figure 4 for Figure 2 bb cross-section diagram;

[0052] Figure 5 is a front view of the transport vehicle;

[0053] Figure 6 for Figure 5 Left view at midpoint K;

[0054] Figure 7 for Figure 5 AA section view;

[0055] Figure 8 for Figure 5 BB cross-sectional view;

[0056] Fig. 9 for Figure 5 A top view of

[0057] Fig.10 for Figure 5 CC section view;

[0058] Fig.11 It is an overall schematic diagram of the transportation system applicable to the frame-shear wall structure;

[0059] Fig.12 It is a schematic diagram of transport structure II applicable to frame-shear wall structure;

[0060] Fig.13 It is the side view of transport structure II (without transport vehicle);

[0061] Fig.14 It is the top view of transport structure II (without transport vehicle);

[0062] Among them, 1-ball bearing, 1.1-ball bearing inner ring, 1.2-ball bearing outer ring, 2-axle, 3-base frame, 3.1-bottom cross brace, 3.2-bottom longitudinal brace, 4-horizontal bracket, 4.1-bracket cross brace, 4.2-bracket longitudinal brace, 5-bottom column, 6-carriage, 6.1-carriage opening cross brace, 6.2-carriage side baffle, 6.3-carriage side vertical pole, 7-longitudinal brace push-pull handle, 8-carriage floor, 9-double-track C-shaped steel, 10-transport vehicle, 11-tower crane, 12-hook, 13-transport structure I, 14-floor slab, 15-indoor frame beam , 16-outdoor frame beam, 17-outer column, 18-limit baffle, 19-container, 20-wire rope, 21-ring bolt, 22-reinforcement plate I, 23-reinforcement plate II, 24-lifting ring rod, 25-steel plate belt, 26-channel steel section, 27-anchor bolt, 28-transport structure II, 29-balcony enclosure, 30-window opening, 31-shear wall, 32-support column, 33-base sleeve, 34-telescopic tube, 35-plug-in support tube, 36-oil tray, 37-shock absorber block, 38-positioning sleeve, 39-ear plate, 40-spacing adjustment shaft, 41-nut, 42-rail wheel. DETAILED DESCRIPTION

[0063] The present invention is described in detail below with reference to the accompanying drawings and embodiments.

[0064] Embodiment 1:

[0065] This embodiment discloses a double-track transportation system for vertical lifting outside a building. Figure 1 , applicable to building structure I, which is a frame column group structure, including: floor slab 14, indoor frame beam 15, outdoor frame beam 16 and peripheral column 17;

[0066] The double-track transport system includes a tower crane 11, a hook 12 and a transport structure I;

[0067] The transport structure I comprises a double-track C-shaped steel 9, a transport vehicle 10, a limit baffle 18, a container 19, a C-shaped steel fixing assembly I and a C-shaped steel reinforcement assembly;

[0068] The double-track C-shaped steel 9 is two C-shaped steel rails parallel to each other, the C-shaped openings of the two C-shaped steel rails are opposite, and extend from the indoor floor 14 of the building structure to the outdoor suspended setting. The double-track C-shaped steel 9 is fixed on the floor 14 and suspended outdoors by C-shaped steel fixing components I. The double-track C-shaped steel 9 suspended outdoors is installed with C-shaped steel reinforcement components to increase the shear, bending and torsion strength;

[0069] The transport vehicle 10 is installed between two C-shaped steel rails and reciprocates along the length direction of the C-shaped steel rails; the container 19 is located in the transport vehicle 10 and is used to hold the construction materials and engineering waste to be used; the limit baffle 18 is vertically installed at the terminal of the double-track C-shaped steel 9 located outdoors to limit the transport vehicle 10 and prevent the transport vehicle 10 from falling;

[0070] The tower crane 11 is located next to the building structure. When the transport vehicle 10 is located on the double-track C-shaped steel 9 suspended outdoors, the tower crane 11 can control the hook 12 to be located directly above the transport vehicle 10, thereby realizing vertical lifting of the container 19 in the transport vehicle 10;

[0071] The C-shaped steel fixing assembly I includes an indoor fixing assembly and an externally cantilevered fixing assembly; the indoor fixing assembly is used to fix the double-track C-shaped steel 9 on the floor 14; the externally cantilevered fixing assembly is used to fix the double-track C-shaped steel 9 suspended outdoors;

[0072] See attached Figure 4 , more than two indoor fixing components I are distributed along the length direction of the two C-shaped steel rails, each indoor fixing component includes a channel steel section 26 and an anchor bolt 27, the channel steel section 26 is installed on the outer side of the web of the C-shaped steel rail on the indoor floor 14, the notch of the channel steel section 26 is opposite to the C-shaped mouth of the C-shaped steel rail, and the web of the channel steel section 26 is welded to the web of the C-shaped steel rail; coaxial through holes M are processed on the two wing plates of the channel steel section 26, and the anchor bolt 27 is installed on the indoor floor 14, the anchor bolt 27 is connected to the channel steel section 26 through the through hole M, and is fastened with a nut to fix the double-track C-shaped steel 9 on the floor 14; the length of the channel steel section 26 is 150-250MM, which is the same height as the C-shaped steel rail;

[0073] The cantilever fixing assembly includes more than two steel wire ropes 20, annular bolts 21 and more than one lifting ring rod 24; the annular bolts 21 are set through the upper beams of the corresponding floors and fastened by gaskets and nuts; the lifting ring rod 24 is a metal rod with annular rings at both ends, the diameter of the metal rod is more than 15 mm, and the two ends of the metal rod are respectively welded to the lower wing plates of the two C-shaped steel rails; one end of the more than two steel wire ropes 20 is connected to the annular bolts 21, and the other end is respectively connected to all the lifting ring rods 24 The annular rings at both ends are connected; wherein one end of each of the steel wire ropes 20 passes through an annular bolt 21 and is locked and fixed by a steel wire rope clamp, and the other end of the steel wire rope 20 passes through an annular ring of the corresponding lifting ring rod 24, and the steel wire rope 20 between the annular bolt 21 and the annular ring is over-tightened by a tensioner and then locked and fixed by a steel wire rope clamp; each of the steel wire ropes 20 is in a taut state, thereby generating a pulling force on the suspended C-shaped steel rail, so that it is stable under the gravity of the transport vehicle 10;

[0074] See attached Figure 3 , 6 and 14, the C-shaped steel reinforcement assembly includes a reinforcement plate I22, a reinforcement plate II23 and a steel plate strip 25; the reinforcement plate I22 is a long steel plate, the plate surface of the reinforcement plate I22 is perpendicular to the upper wing plate of the C-shaped steel track, the reinforcement plate I22 is arranged along the center line of the upper part of the upper wing plate of the C-shaped steel track, and the two are welded and fixed, thereby improving the bending strength of the double-track C-shaped steel 9; the reinforcement plate II23 is a long steel plate, the plate surface of the reinforcement plate II23 is welded to the outer side of the web of the C-shaped steel track, thereby improving the shear strength of the double-track C-shaped steel 9; the lengths of the reinforcement plates I22 and II23 are both greater than the length of the outdoor suspended C-shaped steel track, The width is less than the width of the web of the C-shaped steel track, and the thickness is not less than 3mm; the steel plate strip 25 is a rectangular steel plate, installed between the two C-shaped steel tracks suspended outdoors, and the steel plate strip 25 is welded to the bottom of the two C-shaped steel tracks to improve the torsional strength of the double-track C-shaped steel 9; the thickness of the steel plate strip 25 is 3-6mm, and it is a strip steel plate or a whole steel plate. When the steel plate strip 25 is a whole steel plate, the steel plate strip 25 is arranged between the lifting ring rod 24 and the double-track C-shaped steel 9; when the steel plate strip 25 is a strip steel plate, the width is 50-250mm, and the spacing is set, and it is spaced apart from the lifting ring rod 24 and arranged at the bottom of the double-track C-shaped steel 9;

[0075] The limit baffle 18 includes a baffle frame (not shown) and a flat plate, the flat plate is fixed to the baffle frame by fasteners, and the baffle frame is vertically bolted or welded to the outdoor terminal of the double-track C-shaped steel 9;

[0076] See attached Figure 5-10 The transport vehicle 10 comprises four identical ball bearings 1, two identical wheel axles 2 and a vehicle body structure, see attached Figure 6 and attached Figure 7 , two axles 2 are installed in parallel between two C-shaped steel rails, and both ends of each axle 2 are connected to the cavity of the C-shaped steel rail through a ball bearing 1. The ball bearing 1 is customized according to actual conditions. The diameter of the ball bearing 1 is less than or equal to the distance between the inner sides of the upper and lower wing plates of the C-shaped steel rail minus the height of the operating space where the ball bearing 1 runs freely. The width of the ball bearing 1 is 1 / 2 to 1 / 3 of the width of the wing plate of the C-shaped steel rail; the axle 2 is a metal rod with a length of two The sum of the distance from the center line of the C-shaped steel track and twice the width of the ball bearing 1; the ball bearing 1 has a ball bearing inner ring 1.1 and a ball bearing outer ring 1.2, each of the ball bearing inner ring 1.1 is welded to one end of the wheel axle 2, and each of the ball bearing outer ring 1.2 contacts the inner surface of the corresponding C-shaped steel track; the four ball bearings 1 roll synchronously back and forth in the cavity of the double-track C-shaped steel 9 along the length direction of the C-shaped steel track, thereby driving the two wheel axles 2 to synchronously reciprocate along the length direction of the C-shaped steel track;

[0077] The vehicle body structure is fixed between the two wheel axles 2; the vehicle body structure comprises a vehicle box (6) and a bracket; the vehicle box 6 is a rectangular parallelepiped structure with an upper end open, and the vehicle box (6) is fixed on the two wheel axles (2) through the bracket; the container 19 is placed in the vehicle box 6;

[0078] The support comprises: a base frame 3, a horizontal bracket 4 and nine bottom columns 5;

[0079] See attached Figure 7 The chassis 3 includes a bottom cross brace 3.1 and three identical bottom longitudinal braces 3.2. The length of the bottom cross brace 3.1 is less than the distance between the double tracks of the double-track C-shaped steel 9. Both ends of each bottom longitudinal brace 3.2 are fixed on the two wheel axles 2. The line connecting the midpoints of the two wheel axles 2 is the center line. The three bottom longitudinal braces 3.2 are respectively the first bottom longitudinal brace, the second bottom longitudinal brace and the third bottom longitudinal brace. The second bottom longitudinal brace is located on the center line. The first bottom longitudinal brace and the third bottom longitudinal brace are symmetrically distributed along the center line. The bottom cross brace 3.1 is located on the straight line where the midpoints of the three bottom longitudinal braces 3.2 are located, and is fixedly connected to the three bottom longitudinal braces 3.2.

[0080] See attached Figure 8 , the horizontal bracket 4 is a rectangular frame structure; the horizontal bracket 4 includes five bracket cross braces 4.1 and three bracket longitudinal braces 4.2, the five bracket cross braces 4.1 and the three bracket longitudinal braces 4.2 are fixedly connected to form a rectangular frame column group structure, and the two ends and the midpoint of each of the bracket cross braces 4.1 are fixedly connected to the three bracket longitudinal braces 4.2;

[0081] See attached Figure 7 and attached Figure 8 , let the intersection of the bottom horizontal brace 3.1 and the bottom longitudinal brace 3.2 be the intersection A, the intersection of the wheel axle 2 and the bottom longitudinal brace 3.2 be the intersection A, one end of each of the bottom columns 5 is connected to the intersection A, and the other end is connected to the horizontal bracket 4; the bottom columns 5 are perpendicular to the bottom frame 3 and the horizontal bracket 4, and the center of the horizontal bracket 4 is opposite to the center of the bottom frame 3; let the height of the cross section of one of the C-shaped steel tracks of the double-track C-shaped steel 9 be h, and the length of the bottom columns 5 is greater than 1.5h, so that the car box is separated from the upper surface of the double-track C-shaped steel 9 and the reinforcing plate Ⅰ22, which not only avoids the friction between the car box and the double-track C-shaped steel 9, but also can increase the width of the designed car box, thereby increasing the capacity of the car box;

[0082] The carriage 6 comprises a carriage opening cross brace 6.1, a carriage side baffle 6.2, a carriage side vertical bar 6.3, a longitudinal support push-pull handle 7 and a carriage bottom plate 8; the length of the longitudinal support push-pull handle 7 is greater than the length of the long side of the horizontal bracket 4, and one end of each longitudinal support push-pull handle 7 is processed with a handle; see attached Figure 5 , Attachment Fig. 9 and attached Fig.10 The side uprights 6.3 of the carriage are vertically connected to the outer edge of the horizontal bracket 4, the side uprights 6.3 of the carriage where the short side of the horizontal bracket 4 is located are fixedly connected to the transverse brace 6.1 of the carriage opening, the side uprights 6.3 of the carriage where the long side of the horizontal bracket 4 is located are fixedly connected to the longitudinal brace push-pull handle 7, the transverse brace 6.1 of the carriage opening is fixedly connected to the longitudinal brace push-pull handle 7, the side baffle 6.2 of the carriage is fixedly arranged on the side of the carriage, and the bottom plate 8 of the carriage is fixedly arranged on the horizontal bracket 4;

[0083] The total length of the double-track C-shaped steel 9 is L0, the length of the double-track C-shaped steel 9 arranged on the floor 14 is L1, and the length of the double-track C-shaped steel 9 arranged outdoors in the air is L2, and L1 is more than 2.5 times of L2;

[0084] The length of the body structure of the transport vehicle 10 along the length direction of the C-shaped steel track is L3; outdoors, the frame column group structure building is provided with an outdoor frame beam 16. When the transport vehicle 10 is located at the terminal end of the double-track C-shaped steel 9 suspended outdoors, one end of the transport vehicle 10 is against the limit baffle Ⅰ18, and the other end of the transport vehicle 10 is separated from the outer end of the outdoor frame beam 16 by a length L4. L4 is used as a safe operating length for vertical lifting, and L2 is the sum of L3 and L4; the spacing between the two C-shaped steel tracks of the double-track C-shaped steel 9 is between 1.5 meters and 2.5 meters.

[0085] Working principle: In the frame column group structure, double-track C-shaped steel 9 is laid on the indoor floor 14 and extended to the outdoors; the transport vehicle 10 reciprocates along the double-track C-shaped steel 9. When the transport vehicle 10 is suspended on the double-track C-shaped steel 9 outdoors, the container 19 in the transport vehicle 10 can be placed directly under the hook 12;

[0086] When transporting building materials to each floor, firstly, various building materials and equipment to be installed on each floor of the high-rise building are loaded in containers 19, and then the containers 19 are lifted vertically upward or downward to each floor by tower cranes 11, and vertically placed on transport vehicles 10 on double-track C-shaped steels 9 suspended outdoors on each floor, and finally the materials are transported horizontally along the double-track C-shaped steels 9 to the corresponding floors for unloading;

[0087] When transporting waste materials from each floor to the ground, firstly, each floor loads the disassembled waste materials into a container 19, puts the container 19 into a transport vehicle 10, and then transports it along the double-track C-shaped steel 9 to the outer end of the suspended double-track C-shaped steel 9 outdoors, and finally lifts the container 19 to the ground for unloading by a vertically lifting tower crane 11;

[0088] The above technical solution solves the problems of oblique pulling, oblique lifting and throwing objects from high altitude, and meets the technical requirements of Article 3.0.15 of the "General Provisions for Lifting and Hoisting" in the "Technical Specifications for Safety of Lifting and Hoisting in Construction": "The lifted components should be ensured to be directly below the top of the crane boom, and oblique pulling and oblique lifting are strictly prohibited."

[0089] Embodiment 2:

[0090] This embodiment discloses a double-track transportation system for vertical lifting outside a building. Fig.11 , applicable to building structure II, building structure II is a frame-shear wall structure, including: floor slab 14, balcony enclosure 29, window opening 30 and shear wall 31;

[0091] The double-track transport system includes a tower crane 11, a hook 12 and a transport structure II 28;

[0092] The transport structure II 28 comprises: double-track C-shaped steel 9, a transport vehicle 10, a limit baffle 18, a container 19, a C-shaped steel fixing assembly II and a C-shaped steel reinforcement assembly;

[0093] Among them, the structural composition and connection relationship of the double-track C-shaped steel 9, the transport vehicle 10, the limit baffle 18, the container 19 and the C-shaped steel reinforcement assembly are the same as those in Example 1, and will not be repeated here;

[0094] The height of the double-track C-shaped steel 9 from the floor 14 is H, which is greater than or equal to the height of the lower part of the window opening 30 from the floor 14 (i.e., the height of the shear wall 31 at the lower part of the window opening 30 on the floor 14), and H is greater than the height of the balcony enclosure 10, so as to avoid the strength of the balcony enclosure 10 failing to meet the supporting strength of the double-track C-shaped steel 9, thereby causing a safety accident;

[0095] The width of the vehicle box of the transport vehicle 10 is smaller than the clear distance between each set of support pillars 32 (i.e., the shortest distance between the outer surfaces of each set of support pillars);

[0096] The C-shaped steel fixing assembly II includes: more than two spacing adjustment assemblies, more than two sets of positioning sleeves 38 and more than two sets of support columns 32; the more than two spacing adjustment assemblies are used to adjust the distance between two C-shaped steel rails when installing the C-shaped steel rails; the more than two sets of support columns 32 are used to position the double-track C-shaped steel 9 at a height of H from the floor 14; the more than two sets of positioning sleeves 38 are mainly used to position the support columns 32 when installing the support columns 32;

[0097] More than two spacing adjustment components are arranged at intervals, and each spacing adjustment component includes two ear plates 39, a spacing adjustment shaft 40 and four nuts 41; the two ear plates 39 of each spacing adjustment component are welded to the bottom of the two C-shaped steel rails relative to each other, and each ear plate 39 is located below the web of the corresponding C-shaped steel rail; both ends of each spacing adjustment shaft 40 are processed with external threads, and each spacing adjustment shaft 40 is arranged through two opposite ear plates; two nuts 41 are respectively installed at both ends of each ear plate 39, and the distance between the two opposite ear plates 39 is adjusted by adjusting the position of the nuts 41 on both sides of each ear plate 39 on the spacing adjustment shaft 40, thereby adjusting the distance between the two C-shaped steel rails;

[0098] Rail transport wheels 42 are also installed at both ends of each spacing adjustment shaft 40. The rail transport wheels 42 are rubber wheels for driving the movement of the two C-shaped steel rails, thereby making the transportation of the double-track C-shaped steel 9 more convenient during assembly and disassembly.

[0099] Two or more groups of positioning sleeves 38 are arranged at equal intervals, and each group of positioning sleeves 38 includes two positioning sleeves 38 arranged opposite to each other. Each positioning sleeve 38 is a channel steel section, and the two positioning sleeves 38 are installed one by one on the outer side of the webs of two C-shaped steel rails in the room. The notch of each positioning sleeve 38 is opposite to the C-shaped opening of the corresponding C-shaped steel rail, and the web of each positioning sleeve 38 is welded to the web of the corresponding C-shaped steel rail. The upper wing plate of each positioning sleeve 38 is located in the same plane as the upper wing plate of the C-shaped steel rail; coaxial through holes N are processed on the two wing plates of each positioning sleeve 38;

[0100] More than two groups of support columns 32 are arranged at equal intervals, each group of support columns 32 includes two support columns 32 arranged opposite to each other, and each support column 32 includes: a base sleeve 33, a telescopic tube 34, a plug-in support tube 35, an oil tray 36 and a shock-absorbing block 37; the through hole N of the positioning sleeve 38 is matched with the hole axis of the base sleeve 33, and the positioning sleeve 38 positions the base sleeve 33 so that the base sleeve 33 is evenly distributed along the length direction of the C-shaped steel at equal intervals; a mounting flange is provided at one end of the base sleeve 33, and the mounting flange is fixed to the floor 14 by bolts; the positioning sleeve 38 and the base sleeve 33 are fixedly welded or fixed by bolts at a height of H from the floor 14, so that the double-track C-shaped steel 9 is installed at a height of H from the floor 14;

[0101] The diameters of the base sleeve 33, the telescopic tube 34, and the plug-in support tube 35 decrease in sequence, and the three are coaxially movably nested and installed; the base sleeve 33, the telescopic tube 34, and the plug-in support tube 35 are all processed with radial positioning through holes with equal spacing along the length direction, and the length of the support column 32 is adjusted by inserting bolts through the overlapping radial positioning through holes, so as to be suitable for frame-shear wall structures of different heights;

[0102] An oil tray 36 is fixed to the upper end of the plug-in support tube 35; the shock-absorbing block 37 is a wooden block, and the shock-absorbing block 37 and the oil tray 36 are connected by bolts; the support column 32 is tightly pressed against the upper floor 14 by compressing the shock-absorbing block 37, so that the support column 32 is fixedly installed between the upper and lower adjacent floor slabs 14, and the fixing method can ensure the anti-overturning and stability of the transportation system;

[0103] Furthermore, support bases (not shown) are arranged at equal intervals at the bottom of each C-shaped steel track on the floor 14. The support bases are perpendicular to the floor 14, one end of which is welded to the bottom of the double-track C-shaped steel 9, and the other end is connected to the floor 14 through a flange, so as to support the double-track C-shaped steel 9, thereby making the transportation process of the transport vehicle 10 safer and smoother.

[0104] Working principle: In the frame-shear wall structure, the double-track C-shaped steel 9 is lifted and fixed to a height of H from the floor 14 by the support column 32 indoors, and extends to the outdoors; H is greater than or equal to the height of the lower part of the window opening 30 from the floor 14 (i.e., the height of the shear wall 31 at the lower part of the window opening 30 on the floor 14), and H is greater than the height of the balcony enclosure 10; the transport vehicle 10 reciprocates along the double-track C-shaped steel 9, and when the transport vehicle 10 is suspended on the double-track C-shaped steel 9 outdoors, the container 19 in the transport vehicle 10 can be placed directly under the hook 12;

[0105] When transporting building materials to each floor, firstly, various building materials and equipment to be installed on each floor of the high-rise building are loaded in containers 19, and then the containers 19 are lifted vertically upward or downward to each floor by tower cranes 11, and vertically placed on transport vehicles 10 on double-track C-shaped steels 9 suspended outdoors on each floor, and finally the materials are transported horizontally along the double-track C-shaped steels 9 to the corresponding floors for unloading;

[0106] When transporting waste materials from each floor to the ground, firstly, each floor loads the disassembled waste materials into a container 19, puts the container 19 into a transport vehicle 10, and then transports it along the double-track C-shaped steel 9 to the outer end of the suspended double-track C-shaped steel 9 outdoors, and finally lifts the container 19 to the ground for unloading by a vertically lifting tower crane 11;

[0107] The above technical solution solves the problems of oblique pulling, oblique lifting and throwing objects from high altitudes, and meets the technical requirements of Article 3.0.15 of the "General Provisions for Lifting and Hoisting" in the "Technical Specifications for Safety of Lifting and Hoisting in Construction": "The lifted components should be ensured to be directly below the top of the crane boom, and oblique pulling and oblique lifting are strictly prohibited."

[0108] In summary, the above are only preferred embodiments of the present invention and are not intended to limit the protection scope of the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A double-track transport system for vertical lifting outside a building, characterized in that: include: A tower crane (11), a hook (12) and a transport structure; The transport structure comprises: double-track C-shaped steel (9), a transport vehicle (10), a limit baffle (18), a container (19), a C-shaped steel fixing assembly and a C-shaped steel reinforcing assembly; The double-track C-shaped steel (9) is two C-shaped steel rails parallel to each other, the C-shaped openings of the two C-shaped steel rails are opposite, and extend from the interior of the building to the exterior to be suspended in the air. The double-track C-shaped steel (9) is fixed indoors and suspended outdoors by a C-shaped steel fixing assembly; The C-shaped steel reinforcement assembly is installed on the double-track C-shaped steel (9) suspended outdoors, and is used to increase the bending, shearing and torsional strength of the double-track C-shaped steel (9) suspended outdoors; The transport vehicle (10) is installed between two C-shaped steel rails and reciprocates along the length direction of the C-shaped steel rails; The container (19) is located in the transport vehicle (10) and is used to contain the building materials and engineering waste to be used; The limit baffle (18) is vertically mounted at the outdoor terminal of the C-shaped steel track to limit the position of the transport vehicle (10); The tower crane (11) is located next to the building, and when the transport vehicle (10) is located on the double-track C-shaped steel (9) suspended outdoors, the tower crane (11) can control the hook (12) to be located directly above the transport vehicle (10); The transport vehicle (10) comprises four identical ball bearings (1), two identical wheel axles (2) and a vehicle body structure; The two wheel axles (2) are installed in parallel between two C-shaped steel tracks. Both ends of each wheel axle (2) are connected to the cavity of a C-shaped steel track via a ball bearing (1). The ball bearing (1) comprises a ball bearing inner ring (1.1) and a ball bearing outer ring (1.2). Each ball bearing inner ring (1.1) is connected to one end of the wheel axle (2). Each ball bearing outer ring (1.2) is in contact with the inner surface of the corresponding C-shaped steel track. The four ball bearings (1) roll synchronously back and forth in the cavity of the double-track C-shaped steel (9) along the length direction of the C-shaped steel track. The vehicle body structure comprises a vehicle box (6) and a bracket; the vehicle box (6) is fixed on two wheel axles (2) via the bracket; The container (19) is located in the vehicle box (6); The double-track transportation system for vertical lifting outside a building is suitable for a building structure II, wherein the building structure II is a frame-shear wall structure, including a floor slab (14), a balcony enclosure (29), a window opening (30) and a shear wall (31); The height of the double-track C-shaped steel (9) from the floor slab (14) is H, which is greater than or equal to the height of the lower part of the window hole (30) from the floor slab (14), and H is greater than the height of the balcony enclosure (29); The C-shaped steel fixing assembly comprises: more than two spacing adjustment assemblies, more than two groups of positioning sleeves (38) and more than two groups of support columns (32); the more than two spacing adjustment assemblies are used to adjust the distance between two C-shaped steel rails when installing the C-shaped steel rails; the more than two groups of support columns (32) are used to position the double-track C-shaped steel (9) at a height of H from the floor slab (14); the more than two groups of positioning sleeves (38) are used to position the support columns (32) when installing the support columns (32); The width of the vehicle box (6) of the transport vehicle (10) is smaller than the clear distance between each group of support pillars (32); The two spacing adjustment components are arranged at a distance from each other, and each spacing adjustment component comprises two ear plates (39), a spacing adjustment shaft (40) and four nuts (41); the two ear plates (39) of each spacing adjustment component are welded to the bottom of the two C-shaped steel rails in a relative manner; both ends of each spacing adjustment shaft (40) are processed with external threads, and each spacing adjustment shaft (40) is arranged through two opposite ear plates (39); two nuts (41) are respectively installed at both ends of each ear plate (39); Two or more groups of positioning sleeves (38) are arranged at equal intervals, each group of the positioning sleeves (38) includes two positioning sleeves (38) arranged opposite to each other, each positioning sleeve (38) is a channel steel section, and the two positioning sleeves (38) are installed one by one on the outer sides of the webs of two C-shaped steel rails in the room, the notch of each positioning sleeve (38) is opposite to the C-shaped opening of the corresponding C-shaped steel rail, the web of each positioning sleeve (38) is fitted and fixedly connected with the web of the corresponding C-shaped steel rail, and coaxial through holes N are processed on the two wing plates of each positioning sleeve (38); The two or more groups of support columns (32) are arranged at equal intervals, each group of support columns (32) comprises two support columns (32) arranged opposite to each other, each support column (32) comprises: a base sleeve (33), a telescopic tube (34), a plug-in support tube (35), an oil tray (36) and a shock-absorbing block (37); the through hole N of the positioning sleeve (38) is matched with the hole axis of the base sleeve (33); a mounting flange is provided at one end of the base sleeve (33), and the base sleeve (33) is fixed to the floor slab (14) through the mounting flange; the positioning sleeve (38) and the base sleeve (33) are relatively fixed at a height H from the floor slab (14); The diameters of the base sleeve (33), the telescopic tube (34) and the plug-in support tube (35) decrease in sequence, and the three are coaxially movably nested and installed; the base sleeve (33), the telescopic tube (34) and the plug-in support tube (35) are all processed with radial positioning through holes with equal spacing along the length direction, and the length of the support column (32) is adjusted by inserting a bolt through the overlapping radial positioning through holes; An oil tray (36) is fixed to the upper end of the plug-in support tube (35); the shock-absorbing block (37) is a wooden block, and the shock-absorbing block (37) is connected to the oil tray (36); the shock-absorbing block (37) is tightly against the upper floor slab.

2. A double-track transportation system for outdoor vertical lifting of a building as claimed in claim 1, characterized in that: The C-shaped steel reinforcement assembly comprises a reinforcement plate I (22), a reinforcement plate II (23) and a steel plate strip (25); The reinforcing plate I (22) is a long steel plate, the plate surface of the reinforcing plate I (22) is perpendicular to the upper wing plate of the outdoor suspended C-shaped steel track, and the reinforcing plate I (22) is fixedly arranged along the center line of the upper part of the upper wing plate of the C-shaped steel track; The reinforcing plate II (23) is a long steel plate, and the plate surface of the reinforcing plate II (23) is fixedly arranged on the outer side of the web of the outdoor suspended C-shaped steel track; The lengths of the reinforcing plate I (22) and the reinforcing plate II (23) are both greater than the length of the outdoor suspended C-shaped steel track, and the widths are both less than the width of the web of the C-shaped steel track; The steel plate belt (25) is a rectangular steel plate, installed between two C-shaped steel rails suspended outdoors, and the steel plate belt (25) is welded to the bottom of the two C-shaped steel rails.

3. A double-track transportation system for outdoor vertical lifting of a building as claimed in claim 1 or 2, characterized in that: Applicable to building structure I, the building structure I is a frame column group structure, including: a floor slab (14), an indoor frame beam (15), an outdoor frame beam (16) and a peripheral column (17); The double-track C-shaped steel (9) is arranged on the floor slab (14) and extends to the outside to be suspended in the air; The C-shaped steel fixing assembly comprises an indoor fixing assembly I and an externally projecting fixing assembly I; the indoor fixing assembly I is used to fix the double-track C-shaped steel (9) on the floor slab (14), and two or more indoor fixing assemblies I are arranged along the length direction of the two C-shaped steel tracks; the externally projecting fixing assembly I is used to fix the double-track C-shaped steel (9) suspended outdoors.

4. A double-track transportation system for outdoor vertical lifting of a building as claimed in claim 3, characterized in that: Each of the indoor fixing components I comprises a channel steel section (26) and an anchor bolt (27). The channel steel section (26) is installed on the outer side of the web of the C-shaped steel track on the indoor floor (14). The notch of the channel steel section (26) is opposite to the C-shaped opening of the C-shaped steel track. The web of the channel steel section (26) is welded to the web of the C-shaped steel track. The anchor bolts (27) are installed on the indoor floor (14) and are evenly spaced along the length direction of the C-shaped steel track. Coaxially opposite through holes M are processed on the two wing plates of the channel steel section (26). The anchor bolts (27) are installed on the indoor floor (14). The anchor bolts (27) are connected to the channel steel section (26) through the through holes M and are fastened with nuts. The cantilever fixing assembly I comprises more than two steel wire ropes (20), annular bolts (21) and more than one lifting ring rod (24); the annular bolts (21) are arranged through the upper beams of the corresponding floors; the lifting ring rod (24) is a metal rod with annular rings at both ends, and the two ends of the metal rod are respectively welded to the lower wing plates of the two C-shaped steel rails; one end of each steel wire rope (20) passes through the annular bolt (21) and is locked and fixed, and the other end passes through an annular ring of the corresponding lifting ring rod (24) and is locked and fixed, and each steel wire rope (20) is in a taut state.

5. A double-track transportation system for outdoor vertical lifting of a building as claimed in claim 1 or 2, characterized in that: Both ends of each spacing adjustment shaft (40) are also provided with rail transport wheels (42), and the rail transport wheels (42) are rubber wheels.

6. A double-track transportation system for outdoor vertical lifting of a building as claimed in claim 1 or 2, characterized in that: A support base is arranged at equal intervals at the bottom of each C-shaped steel track on the floor slab (14). The support base is perpendicular to the floor slab (14), one end of the support base is welded to the bottom of the double-track C-shaped steel (9), and the other end is connected to the floor slab (14) through a flange.

Citation Information

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