CN214220561U - Building slope facade diversion rail formula hanging flower basket construction platform - Google Patents
Building slope facade diversion rail formula hanging flower basket construction platform Download PDFInfo
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- CN214220561U CN214220561U CN202021837499.9U CN202021837499U CN214220561U CN 214220561 U CN214220561 U CN 214220561U CN 202021837499 U CN202021837499 U CN 202021837499U CN 214220561 U CN214220561 U CN 214220561U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 73
- 239000010959 steel Substances 0.000 claims abstract description 73
- 230000007246 mechanism Effects 0.000 claims abstract description 15
- 239000000725 suspension Substances 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000010586 diagram Methods 0.000 description 5
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- 230000009194 climbing Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The utility model relates to a building inclined vertical surface turning rail type hanging basket construction platform, which consists of a hanging basket, a pulley, a guide rail, a drawknot device and a hanging mechanism; the pulleys comprise a main pulley, an obstacle-crossing pulley and an auxiliary pulley; the guide rails comprise an oblique guide rail and a turning guide rail, the guide rails are arranged on the outer vertical surface of the building in a through-length mode from top to bottom, and the rails are fixed at intervals through the tie devices; the drawknot device comprises an overhanging steel beam and a drawknot steel cable; the suspension mechanism is arranged on the building roof; the curtain wall construction is carried out by adopting the steel wire rope guide rail, the three groups of pulleys and the hanging basket, the curtain wall construction can adapt to building facades with different inclination angles, and the building facades with variable slopes can be divided into a plurality of straight line segments according to the embedded plates and the turning guide rail, so that the application range is wide; the arrangement of the main pulley and the obstacle-crossing pulley can enable the hanging basket to cross the connecting steel cable for fixing the guide rail on the overhanging steel beam in a simpler manner under the condition of ensuring safety, thereby completing the uninterrupted construction of the building vertical surface from top to bottom.
Description
Technical Field
The utility model relates to a slope building facade curtain construction, also applicable variable slope building facade (curve type, top type of encorbelmenting) curtain construction, concretely relates to building slope facade diversion rail formula hanging flower basket construction platform.
Background
With the development of technology and the application of new materials, the design of the building facade is rich and varied, and the inclined building facade curtain wall is gradually widely applied. The construction method of the curtain wall of the vertical face of the inclined building mainly comprises three methods of building an external scaffold, adopting a climbing vehicle and building a hanging basket in layers and diagonal drawing of a steel wire rope, but all the three methods have certain defects. The scaffold erected outside the full hall is easy to install and dismantle, is high in cost and is not suitable for high-rise building curtain wall construction. The climbing vehicle can directly convey workers to a construction part, but belongs to large-scale equipment, is high in equipment lease cost, and is not suitable for high-rise building curtain wall construction. The hanging basket is built in layers and an indoor auxiliary steel wire rope is arranged on every two layers or every layer according to needs to pull the hanging basket inwards, and for a high-rise building, due to the fact that the embedded plates and the binding fixing are respectively arranged, workload is increased, efficiency is low, construction period is prolonged, and meanwhile potential safety hazards are increased. Therefore, it is necessary to provide a new construction method to solve the problems in the curtain wall construction of the inclined building facade of high-rise and super high-rise buildings and the inclined building facade with variable slope.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at to the problem that exists in the construction of current slope building facade and slope-variable slope building facade curtain, proposed building slope facade diversion rail formula hanging flower basket construction platform, adopted following technical scheme.
A building inclined vertical face turning rail type hanging basket construction platform is characterized by consisting of a hanging basket, pulleys, a guide rail, a drawknot device and a suspension mechanism; the hanging basket consists of a bottom plate, a cross rod, a vertical rod, a longitudinal rod, reinforcing square steel, reinforcing rods, fixing studs and two groups of lifting machines and safety locks, wherein the lifting machines and the safety locks are arranged on the inner sides of the reinforcing rods on two sides of the top of the hanging basket, and the fixing studs are arranged above the hanging basket bottom plate on the outer vertical surface side of the building; the pulleys comprise a hanging basket top main pulley, a main pulley lower obstacle-crossing pulley and a hanging basket bottom auxiliary pulley; the pulley is arranged on the outer side of the reinforced square steel on the outer vertical surface side of the hanging basket building, the pulley is fixed at the position of a pulley framework rotating shaft hole through a rotating shaft at the position of a circle center, a sliding groove is formed around the outer diameter of the pulley, and the pulley framework is uniformly provided with 4 circular rotating shaft holes at intervals along two side plates; the guide rails comprise oblique guide rails and turning guide rails, the guide rails are arranged on the outer vertical surface of the building in a through-length mode from top to bottom, the distance between the guide rails and the outer vertical surface of the building is 15-50 cm, and the rails are fixed at intervals through the tying devices; the drawknot device comprises an overhanging steel beam and a drawknot steel cable, wherein the overhanging steel beam is welded with an embedded plate embedded in the main body structure; one side of the drawknot steel cable is connected with a preformed hole at the web plate of the cantilever steel beam, and the other side of the drawknot steel cable is connected with the guide rail; the hanging mechanism consists of a transverse support, a balance weight, a safety hook, a safety rope, a hanging plate, a vertical support and a base I at the bottom of the vertical support; the hanging mechanism is arranged on the building roof, and a second supporting point is arranged at the contact part of the transverse bracket and the parapet wall; the hanging plates comprise hanging basket hanging plates on the outermost sides of the beams and hanging guide rail hanging plates on the inner sides of the hanging basket hanging plates; the safety hook is positioned at the top of the vertical support, one end of the safety rope is connected with the balance weight, the other end of the safety rope is connected with the hanging basket hanging plate and the guide rail hanging plate respectively, and a second base, a bolt and a tamping block are arranged at the second supporting point.
Preferably, the reinforcing square steel is located the outer facade side of hanging flower basket building, is connected with hanging flower basket outside montant, and length is greater than montant length.
Preferably, the axis of rotation constitute including enlarging end, rotation axostylus axostyle and the last gag pin lever post hole of rotation axostylus axostyle, spacing pin lever pitch-row of enlarging end is interval between the curb plate of pulley skeleton both sides, the downthehole spacing pin lever that is equipped with of gag pin lever post, the bottom of spacing pin lever is equipped with the nut.
Preferably, the pulley framework is a square steel pipe within 5cm from the reinforced square steel, the side plates at the upper side and the lower side are removed within the length range of 5cm from the reinforced square steel, only the side plates at the left side and the right side are arranged, and rubber pads are arranged at the positions where the side plates at the upper side and the lower side are removed.
Preferably, the pulley can be installed in any circular rotating shaft hole through a rotating shaft, and the positions of the main pulley and the obstacle-crossing pulley are selected to be related to the slope of the guide rail.
Preferably, the auxiliary pulley is connected with the outer vertical surface of the outward-inclined building through a double-strand tensile rope, one side of the double-strand tensile rope is connected with the movable lifting hook on the guide rail, one side of the double-strand tensile rope is fixed on the fixing stud, and the length of the double-strand tensile rope is adjusted through the fixed length of the fixing stud.
Preferably, the guide rail is a steel wire rope, the slope change is not less than 1, the drawknot devices on the guide rail are arranged according to the inclination change condition of the outer facade of the building and can be arranged within the height range of 3-20 m as required, and the more the slope change, the smaller the distance between the drawknot devices.
Preferably, the distance between the end part of the cantilever steel beam and the guide rail is 15-30 cm, the cantilever steel beam is fully welded with the embedded plate, and 4-8 bolts are arranged on the embedded plate and fixed with the main body structure.
Preferably, the second supporting point base is arranged at the top of the parapet wall and connected with the parapet wall through bolts, and a filling block is arranged in a gap between the second base and the transverse support.
The utility model relates to a technical scheme, the beneficial effect who compares with the conventional art is:
1. the curtain wall construction is carried out on the three groups of pulleys and the hanging basket by adopting the steel wire rope guide rail, the curtain wall construction is suitable for building facades with different inclination angles, the building facades with variable slopes can be divided into a plurality of straight-line segments according to the embedded plates and the turning guide rail, and the application range is wide.
2. The slope of the guide rail is controlled by the plurality of embedded plates, the overhanging steel beam holes and the drawknot steel cable on the outer vertical surface of the building, the guide rail which is through long from top to bottom can be arranged on the outer vertical surface of the building, the construction workload of hanging baskets and steel cables which are built in layers is reduced, and the construction period is shortened.
3. The arrangement of the main pulley and the obstacle-crossing pulley can enable the hanging basket to cross the connecting steel cable for fixing the guide rail on the overhanging steel beam in a simpler manner under the condition of ensuring safety, thereby completing the uninterrupted construction of the building vertical surface from top to bottom.
4. Inside the pulley adopts the axis of rotation to be fixed in the pulley skeleton, the rotation axostylus axostyle passed through spacing pin pole and fixes, and the pulley can be under the circumstances of guaranteeing safety, accomplishes fast and demolishs and installs to guarantee the efficiency of passing through of hanging flower basket at connection steel cable position or slope-changing position.
5. The pulley framework is provided with a plurality of rotating shaft holes at two sides, and the rotating shaft and the pulley can be installed by selecting different rotating shaft holes according to the slope change of the building vertical face, so that the pulley framework is suitable for building vertical faces with different slopes.
6. The auxiliary pulley, the double-strand tensile rope and the fixing stud can prevent the hanging basket from moving obliquely, and the safety of the hanging basket in the sliding process is further guaranteed.
7. The end part of the hanging mechanism is respectively provided with a guide rail hanging plate and a hanging basket steel wire rope hanging plate, the connection problem of the guide rail embedded plate on a building roof is solved, and the balance weight is combined with the arrangement of a second supporting point on a parapet wall, so that the safety of the hanging mechanism is ensured.
Drawings
FIG. 1 is a schematic structural diagram of a construction platform of a building inclined elevation turning rail type hanging basket at a sliding section of an inclined guide rail;
FIG. 2 is a schematic structural diagram of a construction platform of a building inclined elevation turning rail type hanging basket at a sliding section of a turning guide rail;
FIG. 3 is a schematic view of a basket structure in an oblique slipping stage;
FIG. 4 is a schematic view of a pulley structure in a diagonal slip stage;
FIG. 5 is an elevation view of the pulley at a diagonal slip stage;
FIG. 6 is a structural diagram of a basket in a direction-changing slipping stage;
FIG. 7 is a schematic view of a pulley configuration in a direction-changing slip stage;
FIG. 8 is a direction-changing slip stage sheave elevation;
FIG. 9 is a schematic view of a pulley frame structure;
FIG. 10 is a schematic view of a rotating shaft structure;
FIG. 11 is a schematic view of a pivot-limit pin configuration;
FIG. 12 is a schematic view of the end hanger plate configuration of the suspension mechanism (detail view of node B in FIG. 1);
FIG. 13 is a schematic view of the connection of the pre-buried plate, the cantilever steel beam and the connecting steel cable (detailed view of the node A in FIG. 1);
FIG. 14 is a schematic view of the connection of the pre-buried plate and the cantilever steel beam;
FIG. 15 is a schematic structural diagram of a spanning steel cable structure of the deflecting rail type basket construction platform in the oblique sliding stage in embodiment 1;
FIG. 16 is a schematic view of a main pulley stress structure of the deflecting rail type basket construction platform in an oblique sliding stage and a deflecting sliding stage in embodiment 1;
fig. 17 is a schematic view of a barrier-crossing pulley force-bearing structure of the deflecting rail type basket construction platform in an oblique sliding stage and a deflecting sliding stage in embodiment 1;
FIG. 18 is a schematic view showing a slip structure in a camber stage of a curved building in embodiment 2;
fig. 19 is a schematic diagram of the slip structure of the inward-inclining stage of the curved building facade in the embodiment 2.
The figure is marked with: 1-building facade, 2-body structure, 3-parapet, 4-roof, 5-basket, 51-cross bar, 52-vertical bar, 53-longitudinal bar, 54-bottom plate, 55-elevator, 56-safety lock, 57-fixing bolt, 58-reinforcing square steel, 59-reinforcing bar, 61-main pulley, 62-obstacle-crossing pulley, 63-auxiliary pulley, 64-sliding groove, 65-pulley framework, 66-rotating shaft, 661-enlarged end, 662-rotating shaft lever, 663-limit pin lever, 664-limit pin lever hole, 665-nut, 67-rotating shaft hole, 7-welding seam, 8-rubber pad, 9-lifting rope, 10-guide rail, 101-inclined guide rail, 102-direction-changing guide rail, 11-embedded plates, 12-cantilever steel beams, 121-preformed holes, 13-bolts, 14-drawknot steel cables, 15-suspension mechanisms, 151-counterweights, 152-vertical supports, 153-transverse supports, 154-base I, 155-safety hooks, 156-safety ropes, 16-hanging plates, 161-guide rail hanging plates, 162-hanging basket hanging plates, 17-second supporting points, 171-base II, 172-fixing nails, 173-filling blocks, 18-double-strand tensile ropes and 19-mobile lifting hooks.
Detailed Description
In order to deepen understanding of the present invention, the embodiments of the present invention will be described in detail below with reference to fig. 1 to 19, and the following embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments are given, but the scope of protection of the present invention is not limited to the following embodiments.
Example 1
In the embodiment, the building vertical surface 1 is an upper outwards-inclined surface, the lower part of the building vertical surface is vertical, guide rails 10 at two ends are arranged together, the upper part is an inclined guide rail 101, the lower turning guide rail 102 is a vertical guide rail 10, the distance between the guide rail 10 and the building vertical surface 1 is 30cm, and the distance between the end part of the cantilever steel beam 12 and the guide rail 10 is 20 cm; the outward-inclined building vertical surface 1 is provided with one tie device at intervals of 12m, and the vertical building vertical surface 1 is provided with one tie device at intervals of 20 m.
With reference to the attached drawings 1 and 2, the construction platform comprises a hanging basket 5 of a building inclined elevation diversion rail type hanging basket construction platform, pulleys, guide rails 10, a tie device and a suspension mechanism 15; the guide rail 10 comprises an oblique guide rail 101 and a turning guide rail 102, the guide rail 10 is arranged on the building outer vertical surface 1 in a through length mode from top to bottom, the distance between the guide rail 10 and the building outer vertical surface 1 is 30cm, and the guide rail 10 is fixed at intervals through a pulling device.
Referring to fig. 3 and 6, the basket 5 is composed of a bottom plate 54, cross bars 51, vertical bars 52, longitudinal bars 53, reinforcing square steel 58, reinforcing bars 59, fixing pins 57, two sets of elevators 55 and safety locks 56, the elevators 55 and the safety locks 56 are arranged on the inner sides of the reinforcing bars 59 on the two sides of the top of the basket 5, and the fixing pins 57 are arranged above the bottom plate 54 of the basket 5 on the building facade 1 side.
Referring to fig. 1, 2, 3 and 6, the pulleys comprise a main pulley 61 at the top of the basket 5, a barrier-crossing pulley 62 at the lower part of the main pulley 61 and a secondary pulley 63 at the bottom of the basket 5; the pulley is arranged on the outer side of the reinforcing square steel 58 on the side 1 of the building outer vertical surface of the hanging basket 5, the reinforcing square steel 58 is positioned on the side 1 of the building outer vertical surface of the hanging basket 5 and is connected with the vertical rod 52 on the outermost side of the hanging basket 5, and the length of the reinforcing square steel is greater than that of the vertical rod 52.
Referring to fig. 4, 5, 7 and 8, the pulley is fixed at the position of the rotating shaft hole 67 of the pulley frame 65 through the rotating shaft 66 at the circle center part, the pulley is provided with a sliding groove 64 around the outer diameter, the pulley can be installed in any circular rotating shaft hole 67 through the rotating shaft 66, and the positions of the main pulley 61 and the obstacle-crossing pulley 62 are selected to be related to the slope of the guide rail 10.
Referring to fig. 9, the pulley frame 65 is uniformly provided with 4 circular rotating shaft holes 67 at intervals along the side plates on both sides; the pulley framework 65 is a square steel pipe within 5cm from the length of the reinforced square steel 58, the side plates at the upper side and the lower side are removed within the length range beyond 5cm from the length of the reinforced square steel 58, only the side plates at the left side and the right side are arranged, and rubber pads 8 are arranged at the positions where the upper side and the lower side are removed.
Referring to fig. 10 and 11, the rotating shaft 66 includes an enlarged end 661, a rotating shaft 662 and a limiting pin hole 664 on the rotating shaft 662, the distance from the limiting pin hole 664 to the enlarged end 661 is the distance between the side plates on both sides of the pulley frame 65, a limiting pin 663 is arranged in the limiting pin hole 664, and a nut 665 is arranged at the bottom of the limiting pin 663.
Referring to fig. 15 to 18, the guide rail 10 is a steel wire rope, the slope change is 1, the drawknot devices on the guide rail 10 are arranged according to the inclination change condition of the building facade 1, and the more the slope change is, the smaller the distance between the drawknot devices is.
Referring to the attached drawings 1, 2, 15 and 16, the auxiliary pulley 63 is connected with the camber building facade 1 through a double-strand tensile rope 18, one side of the double-strand tensile rope 18 is connected with the movable hook 19 on the guide rail 10, one side of the double-strand tensile rope 18 is fixed on the fixing stud 57, and the length of the double-strand tensile rope 18 is adjusted through the fixed length of the fixing stud 57.
Referring to fig. 13, the drawknot device includes an overhanging steel beam 12 and a drawknot steel cable 14, one side of the drawknot steel cable 14 is connected with a preformed hole 121 at a web plate of the overhanging steel beam 12, and the other side is connected with the guide rail 10; referring to fig. 14, an overhanging steel beam 12 is welded to an embedded plate 11 embedded in the main structure 2; the distance between the end part of the cantilever steel beam 12 and the guide rail 10 is 20cm, the cantilever steel beam 12 and the embedded plate 11 are fully welded, and 4-8 bolts 13 are arranged on the embedded plate 11 and are fixed with the main structure 2.
Referring to fig. 1, fig. 2 and fig. 12, the suspension mechanism 15 is composed of a transverse bracket 153, a counterweight 151, a safety hook 155, a safety rope 156, a hanging plate 16, a vertical bracket 152 and a first base 154 at the bottom of the vertical bracket 152; the hanging mechanism 15 is arranged on the building roof 4, and a second supporting point 17 is arranged at the contact part of the transverse bracket 153 and the parapet wall 3; the hanger plate 16 comprises a lateral support 153 outermost basket hanger plate 162 and a basket hanger plate 162 inner rail hanger plate 161; the safety hook 155 is located at the top of the vertical support 152, one end of the safety rope 156 is connected with the counterweight 151, the other end is connected with the basket hanging plate 162 and the guide rail hanging plate 161 respectively, and the second support point 17 is provided with a second base 171, a fixing nail 172 and a pressure filling block 173. The second supporting point 17, the second base 171 is arranged on the top of the parapet wall 3 and connected through a fixing nail 172, and a filling block 173 is arranged in a gap between the second base 171 and the transverse bracket 153.
During construction, the hanging basket 5 slides from top to bottom, before initial sliding, the main pulley 61 and the auxiliary pulley 63 are located in the third rotating shaft hole 67, the obstacle crossing pulley 62 is not provided with a pulley, when a drawknot device is encountered, the pulley framework 65 at the position of the obstacle crossing pulley 62 firstly penetrates through the drawknot steel cable 14, a pulley is installed in the fourth rotating shaft hole 67 of the obstacle crossing pulley 62, then the main pulley 61 is removed, the obstacle crossing pulley 62 slides downwards in an inclined mode, after the pulley framework 65 at the position of the main pulley 61 penetrates through the drawknot steel cable 14, the pulley at the position of the main pulley 61 is installed, and the pulley slides downwards in sequence until the position of the diversion guide rail 102 is reached. At the position of the turning guide rail 102, the auxiliary pulley 63, the obstacle crossing pulley 62 and the main pulley 61 sequentially penetrate through the drawknot device at the position of the turning guide rail 102 according to the method, the double-strand tensile rope 18 is dismantled, the main pulley 61 and the auxiliary pulley 63 are installed, and the curtain wall is constructed downwards sequentially until the curtain wall reaches the ground position.
Example 2
In the embodiment, the building vertical face 1 is hyperbolic, the top and the bottom are large, the middle is small, 1 section of inclined guide rail 101 and 6 sections of turning guide rails 102 are arranged together, the turning guide rails 102 are inclined, the distance between the guide rail 10 and the building vertical face 1 is 50cm, and the distance between the end part of the cantilever steel beam 12 and the guide rail 10 is 20 cm; the outward inclined building vertical surface is provided with one drawknot device at intervals of 12 m.
During construction, the hanging basket 5 slides from top to bottom, in the 1 section of the outer facade of the outward-inclined building, the guide rail 10 is positioned on the left side of the pulley, the main pulley 61 and the auxiliary pulley 63 are positioned in the third rotating shaft hole 67, the obstacle-crossing pulley 62 is not provided with the pulley, when the pulling device is encountered, the pulley framework 65 at the position of the obstacle-crossing pulley 62 firstly passes through the pulling steel cable 14, the pulley is arranged in the fourth rotating shaft hole 67 of the obstacle-crossing pulley 62, then the main pulley 61 is released, the pulley framework 65 at the position of the obstacle-crossing pulley 62 slides downwards in an inclined mode through the obstacle-crossing pulley 62, and the pulley 61 is arranged after the pulley framework 65 at the position of the main pulley 61 passes through the pulling steel cable 14. And sequentially sliding downwards until the building reaches the section 1 of the outer vertical surface of the inward-inclined building, placing the guide rail 10 on the right side of the pulley, and sequentially constructing the curtain wall downwards until the curtain wall reaches the ground part according to the method.
The above embodiments are only used for explaining the technical idea of the present invention, not for the limitation of the protection of the right of the present invention, and all the modifications that are insubstantial to the present invention are carried out by using this idea, all fall into the protection scope of the present invention.
Claims (9)
1. A building inclined vertical face turning rail type hanging basket construction platform is characterized by comprising a hanging basket (5), pulleys, a guide rail (10), a drawknot device and a suspension mechanism (15);
the hanging basket (5) consists of a bottom plate (54), a cross rod (51), a vertical rod (52), a longitudinal rod (53), reinforcing square steel (58), reinforcing rods (59), fixing studs (57), two groups of elevators (55) and safety locks (56), wherein the elevators (55) and the safety locks (56) are arranged on the inner sides of the reinforcing rods (59) on the two sides of the top of the hanging basket (5), and the fixing studs (57) are arranged above the bottom plate (54) of the hanging basket (5) on the side of the building facade (1);
the pulleys comprise a main pulley (61) at the top of the hanging basket (5), an obstacle-crossing pulley (62) at the lower part of the main pulley (61) and an auxiliary pulley (63) at the bottom of the hanging basket (5); the pulley is arranged on the outer side of the reinforced square steel (58) on the building outer vertical surface (1) side of the hanging basket (5), the pulley is fixed at the position of a rotating shaft hole (67) of a pulley framework (65) through a rotating shaft (66) at the circle center part, a sliding groove (64) is formed around the outer diameter of the pulley, and the pulley framework (65) is uniformly provided with 4 circular rotating shaft holes (67) at intervals along side plates on two sides;
the guide rail (10) comprises an oblique guide rail (101) and a turning guide rail (102), the guide rail (10) is arranged on the building outer vertical surface (1) in a through length mode from top to bottom, the distance between the guide rail (10) and the building outer vertical surface (1) is 15-50 cm, and the guide rail (10) is fixed at intervals through a tie device;
the drawknot device comprises an overhanging steel beam (12) and a drawknot steel cable (14), wherein the overhanging steel beam (12) is welded with an embedded plate (11) embedded in the main body structure (2); one side of the drawknot steel cable (14) is connected with a preformed hole (121) at a web plate of the cantilever steel beam (12), and the other side of the drawknot steel cable is connected with the guide rail (10); the suspension mechanism (15) consists of a transverse support (153), a counterweight (151), a safety hook (155), a safety rope (156), a hanging plate (16), a vertical support (152) and a first base (154) at the bottom of the vertical support (152);
the hanging mechanism (15) is arranged on the building roof (4), and a second supporting point (17) is arranged at the contact part of the transverse support (153) and the parapet wall (3); the hanging plate (16) comprises a transverse bracket (153), an outermost hanging basket hanging plate (162) and a hanging basket hanging plate (162) and an inner guide rail hanging plate (161); safety hook (155) are located vertical support (152) top, and safety rope (156) one end is connected with counter weight (151), and one end is connected with hanging flower basket hanger plate (162) and guide rail hanger plate (161) respectively, second strong point (17) department be equipped with base two (171), staple (172) and tamp (173).
2. The construction platform of the building inclined vertical surface turning rail type hanging basket is characterized in that the reinforcing square steel (58) is positioned on the building outer vertical surface (1) side of the hanging basket (5), is connected with the outermost vertical rods (52) of the hanging basket (5), and has a length greater than that of the vertical rods (52).
3. The construction platform of the building inclined vertical surface turning rail type hanging basket according to claim 1, wherein the rotating shaft (66) comprises an expanding end head (661), a rotating shaft rod (662) and a limiting pin rod hole (664) in the rotating shaft rod (662), the distance between the limiting pin rod hole (664) and the expanding end head (661) is the distance between side plates at two sides of the pulley framework (65), a limiting pin rod (663) is arranged in the limiting pin rod hole (664), and a nut (665) is arranged at the bottom of the limiting pin rod (663).
4. The construction platform of the building inclined vertical surface turning rail type hanging basket according to claim 1, wherein the pulley framework (65) is a square steel pipe within 5cm from the reinforced square steel (58), upper and lower side plates are removed within a length range of 5cm from the reinforced square steel (58), only left and right side plates are arranged, and rubber pads (8) are arranged at positions where the upper and lower side plates are removed.
5. The construction platform of the building slope facade rail-type hanging basket according to claim 1, characterized in that the pulley is installed in a circular rotating shaft hole (67) through a rotating shaft (66), and the positions of the main pulley (61) and the obstacle-crossing pulley (62) are selected to be related to the slope of the guide rail (10).
6. The construction platform of the building inclined vertical surface turning rail type hanging basket is characterized in that the auxiliary pulley (63) is connected with the outer vertical surface (1) of the camber building through a double-strand tensile rope (18), one side of the double-strand tensile rope (18) is connected with a movable lifting hook (19) on a guide rail (10), one side of the double-strand tensile rope (18) is fixed on a fixed stud (57), and the length of the double-strand tensile rope (18) is adjusted through the fixed length of the fixed stud (57).
7. The construction platform of the building inclined elevation turning rail type hanging basket is characterized in that the guide rail (10) is a steel wire rope, the slope change is not less than 1, and the tie devices on the guide rail (10) are arranged at intervals within the height range of 3-20 m according to the inclination change of the building outer elevation (1).
8. The construction platform of the building inclined elevation turning rail type hanging basket is characterized in that the distance between the end part of the cantilever steel beam (12) and the guide rail (10) is 15-30 cm, the cantilever steel beam (12) and the embedded plate (11) are fully welded, and 4-8 bolts (13) are arranged on the embedded plate (11) and fixed with the main structure (2).
9. The construction platform of the building inclined vertical surface turning rail type hanging basket as claimed in claim 1, wherein the second supporting point (17), the second base (171) is arranged at the top of the parapet wall (3) and connected through fixing nails (172), and a filling block (173) is arranged in a gap between the second base (171) and the transverse support (153).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021837499.9U CN214220561U (en) | 2020-08-28 | 2020-08-28 | Building slope facade diversion rail formula hanging flower basket construction platform |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021837499.9U CN214220561U (en) | 2020-08-28 | 2020-08-28 | Building slope facade diversion rail formula hanging flower basket construction platform |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114482576A (en) * | 2022-02-28 | 2022-05-13 | 中建海峡(厦门)建设发展有限公司 | Building external inclined curved surface curtain wall installation construction device and construction method thereof |
| CN115075533A (en) * | 2022-06-29 | 2022-09-20 | 中国建筑第四工程局有限公司 | Construction hanging basket device capable of moving horizontally |
| CN115217314A (en) * | 2022-08-16 | 2022-10-21 | 中建二局第三建筑工程有限公司 | Hanging basket rail restraining device for building outer vertical face with complex shape and construction method thereof |
| CN115306167A (en) * | 2022-08-31 | 2022-11-08 | 中建幕墙有限公司 | Inclined track operation device |
-
2020
- 2020-08-28 CN CN202021837499.9U patent/CN214220561U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482576A (en) * | 2022-02-28 | 2022-05-13 | 中建海峡(厦门)建设发展有限公司 | Building external inclined curved surface curtain wall installation construction device and construction method thereof |
| CN115075533A (en) * | 2022-06-29 | 2022-09-20 | 中国建筑第四工程局有限公司 | Construction hanging basket device capable of moving horizontally |
| CN115075533B (en) * | 2022-06-29 | 2024-04-16 | 中国建筑第四工程局有限公司 | But horizontal migration's construction hanging flower basket device |
| CN115217314A (en) * | 2022-08-16 | 2022-10-21 | 中建二局第三建筑工程有限公司 | Hanging basket rail restraining device for building outer vertical face with complex shape and construction method thereof |
| CN115306167A (en) * | 2022-08-31 | 2022-11-08 | 中建幕墙有限公司 | Inclined track operation device |
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