CN217557608U - Non-vertical outer vertical face curtain wall construction hanging basket - Google Patents
Non-vertical outer vertical face curtain wall construction hanging basket Download PDFInfo
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- CN217557608U CN217557608U CN202220649658.5U CN202220649658U CN217557608U CN 217557608 U CN217557608 U CN 217557608U CN 202220649658 U CN202220649658 U CN 202220649658U CN 217557608 U CN217557608 U CN 217557608U
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Abstract
The utility model discloses a non-perpendicular outer facade curtain construction hanging flower basket solves prior art hanging flower basket and leans forward or the fore-and-aft support unstability leads to the hanging flower basket technical problem that topples and unstability appear. The utility model comprises a suspension operating platform, a suspension mechanism arranged on a non-vertical outer vertical surface, and a steel wire rope; the suspension mechanism comprises a roof suspension mechanism positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism positioned on the non-vertical outer facade peripheral roof structure, and an inner courtyard suspension mechanism positioned at the non-vertical outer facade inner courtyard structure. The utility model discloses be the cantilever beam to four wide-angle frame roof beams in roof, and the span of encorbelmenting is great, according to the little knot structure type about the building, during outer facade curtain fossil fragments and panel installation, thereby can prevent effectively that the hanging flower basket from leaning forward or the fore-and-aft support unstability leads to the hanging flower basket to appear toppling and unstability to cause the incident.
Description
Technical Field
The utility model belongs to the technical field of the architectural equipment, concretely relates to outer facade curtain construction hanging flower basket of non-perpendicular.
Background
In the construction process of a high-rise curtain wall, a hanging basket is usually used for construction; the design has the roof pergola to be used for vertical braces and decoration around the partial structure roof, and generally this pergola height all is more than 3m, all will decorate the curtain construction outward, and at this moment the support height just can not satisfy the construction requirement around the standard hanging flower basket, simultaneously, is the outer facade molding building of back taper that is big end down, when preceding support length of encorbelmenting was too big, the support unstability emergence slope appears very easily in addition to take place the incident.
Therefore, designing a non-vertical outer facade curtain wall construction hanging basket to prevent the hanging basket from overturning and destabilizing to cause safety accidents caused by forward tilting or unstable front and rear supports of the hanging basket becomes a technical problem to be solved urgently by technical personnel in the technical field.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: the utility model provides a non-perpendicular outer facade curtain construction hanging flower basket to solve above-mentioned some technical problem at least.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a non-vertical outer vertical face curtain wall construction hanging basket comprises a hanging operation platform, a hanging mechanism arranged on the non-vertical outer vertical face and a steel wire rope which is arranged on the hanging mechanism and connected with the hanging operation platform for hanging the hanging operation platform; the suspension mechanism comprises a roof suspension mechanism positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism positioned on the non-vertical outer facade peripheral roof structure, and an inner courtyard suspension mechanism positioned at the inner courtyard structure of the non-vertical outer facade.
Furthermore, the roof suspension mechanism comprises a front support frame and a rear support frame which are arranged on the roof, a first suspension frame which is arranged on the front support frame and the rear support frame, and a first balancing weight which is arranged on the rear support frame.
Furthermore, wire rope one end is connected with hanging in midair operation platform, and the other end slides in proper order and is fixed in first suspension frame rear end behind passing first suspension frame front end and the first suspension frame top.
Furthermore, the peripheral suspension mechanism comprises two floor supports arranged on the floor and a suspension cross beam erected on the two floor supports, one end of the steel wire rope is fixed with the suspension cross beam, the other end of the steel wire rope is fixed with the suspension operating platform, and a floor through hole for the steel wire rope to penetrate through is formed in the floor.
Furthermore, the floor slab support comprises a base fixed on the floor slab through an anchoring bolt, a vertical sleeve arranged on the base and a support rod sleeved in the vertical sleeve; the vertical sleeve and the support rod are fixed through at least two connecting bolts, and the support rod is fixed with the suspension cross beam through bolts.
Furthermore, the peripheral roof suspension mechanism comprises a peripheral roof support arranged on the suspended structure beam, a second suspension bracket with the front end arranged on the peripheral roof support and the rear end arranged on the other suspended structure beam, and a full framing scaffold with the width of at least 5 m; the full hall scaffold is hung the frame and is installed the unsettled structure roof beam fixed connection of peripheral roof support with the second respectively, and wire rope one end is connected with hanging in midair operation platform, and the other end slides in proper order and suspends in midair the frame front end and the second and suspend in midair the frame top after-fixing in the second and suspend in midair the frame rear end, and the second suspends in midair the frame rear end and ties up on corresponding unsettled structure roof beam through phi 8.3's ligature wire rope.
Furthermore, the full hall scaffold is erected on the ground foundation, the bottom of the vertical rod of the full hall scaffold is padded with a solid wood plate with the thickness of at least 50cm, and a solid wood base plate is padded between the second suspension frame and the corresponding suspension structure beam.
Further, full hall scaffold frame is equipped with vertical bridging and the horizontal bridging of a plurality of, and vertical bridging is full to be located full hall scaffold frame all around, and the interval between the adjacent horizontal bridging is no longer than 8m.
Further, the inner courtyard suspension mechanism comprises a front suspension bracket and a rear suspension bracket which are arranged on a flat beam at the top layer of the building roof framework layer, and a third suspension bracket which is arranged on the front suspension bracket and the rear suspension bracket; one end of the steel wire rope is connected with the suspension operation platform, the other end of the steel wire rope sequentially penetrates through the front end of the third suspension frame and the top end of the third suspension frame and then is fixed at the rear end of the third suspension frame, and a second balancing weight is arranged on the suspension rear support.
Furthermore, the front suspension support and the rear suspension support are both mounted on the top flat beam through a mounting seat, and the mounting seat comprises a supporting base which is fixed on the top flat beam through an anchoring screw and is made of channel steel, a vertical rod which is arranged on the supporting base and is made of channel steel, and a cross rod which is arranged on the vertical rod; the front suspension bracket and the rear suspension bracket are fixedly arranged on the cross rod.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model has the advantages of simple structure and scientific and reasonable design, convenient to use is the cantilever beam to four wide-angle frame roof beams, and the span of encorbelmenting is great, according to the little knot structure type about the building, during outer facade curtain fossil fragments and panel installation, thereby can prevent effectively that the hanging flower basket from leaning forward or the front and back support shakiness leads to the hanging flower basket to appear toppling and unstability and cause the incident.
Drawings
Fig. 1 is a schematic structural view of the utility model on a non-vertical facade roof structure layer.
Fig. 2 is a schematic structural view of the present invention on a non-vertical outer-facade peripheral structure.
Fig. 3 is a schematic view of the present invention on a non-vertical facade peripheral roof structure.
Fig. 4 is the elevation schematic view of the full hall scaffold of the utility model.
Fig. 5 is a schematic structural view of the patio structure in a non-vertical outer facade of the present invention.
Fig. 6 is a schematic view of the mounting seat of the present invention.
Fig. 7 is a schematic view of the arrangement of the life steel wire rope of the present invention.
Wherein, the names corresponding to the reference numbers are:
1-suspension operation platform, 2-steel wire rope, 3-roof suspension mechanism, 4-peripheral suspension mechanism, 5-peripheral roof suspension mechanism, 6-inner raise suspension mechanism, 31-front support frame, 32-rear support frame, 33-first suspension frame, 34-first balancing weight, 41-floor support frame, 42-suspension cross beam, 43-floor, 44-floor through hole, 45-base, 46-vertical sleeve, 47-support rod, 48-connecting bolt, 51-suspended structural beam, 52-peripheral roof support frame, 53-second suspension frame, 54-full hall scaffold, 55-binding steel wire rope, 56-ground foundation, 57-solid wood board, 58-vertical shear support, 59-horizontal shear support, 510-solid wood base plate, 61-top flat beam, 62-suspension front support frame, 63-suspension rear support frame, 64-third suspension frame, 65-second balancing weight, 66-mounting seat, 67-anchoring screw, 68-support base, 69-vertical rod and 610-cross rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Embodiment 1, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, which comprises a suspension operating platform 1, a suspension mechanism arranged on the non-vertical facade, and a steel wire rope 2 arranged on the suspension mechanism and connected with the suspension operating platform 1 for suspending the suspension operating platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade.
The utility model has the advantages of simple structure and scientific and reasonable design, convenient to use is the cantilever beam to four wide-angle frame roof beams, and the span of encorbelmenting is great, according to the little knot structure type about the building, during outer facade curtain fossil fragments and panel installation, thereby can prevent effectively that the hanging flower basket from leaning forward or the front and back support shakiness leads to the hanging flower basket to appear toppling and unstability and cause the incident.
The utility model discloses preceding fulcrum direct action is on the roof beam of framework layer topmost layer, this installation scheme is suitable for building roof framework layer topmost layer and adopts when being the flat beam, adopts special preceding support to install between support arm and the structure roof beam before the hanging flower basket, sets up the scaffold frame simultaneously and supports the roof beam, peripheral structure begins to every layer structure position curtain wall of roof and all stands 1 meter more than adjacent substructure protrusion and varies from the first floor, need adopt hanging basket upper portion to hang the mechanism and punch at the corresponding position of floor and wear hanging flower basket wire rope and install the hanging flower basket for this.
In this embodiment 2, on the basis of embodiment 1, a more preferable structure of the roof suspension mechanism 3 is provided, specifically: the roof suspension mechanism 3 includes a front support frame 31 and a rear support frame 32 mounted on the roof, a first suspension bracket 33 mounted on the front support frame 31 and the rear support frame 32, and a first weight block 34 mounted on the rear support frame 32. Through the arrangement, the suspension operating platform 1 can be stably installed on the non-vertical outer facade roof structure layer. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 3, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected with the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The roof suspension mechanism 3 includes a front support frame 31 and a rear support frame 32 mounted on the roof, a first suspension bracket 33 mounted on the front support frame 31 and the rear support frame 32, and a first weight block 34 mounted on the rear support frame 32. One end of the steel wire rope 2 is connected with the suspension operating platform 1, and the other end of the steel wire rope sequentially slides through the front end of the first suspension frame 33 and the top end of the first suspension frame 33 and then is fixed at the rear end of the first suspension frame 33.
In this embodiment 3, on the basis of embodiment 2, a more preferable connection structure of the steel wire rope 2 is provided, which specifically includes: one end of the steel wire rope 2 is connected with the suspension operating platform 1, and the other end of the steel wire rope sequentially slides through the front end of the first suspension frame 33 and the top end of the first suspension frame 33 and then is fixed at the rear end of the first suspension frame 33. Through the arrangement, the suspension operating platform 1 can be stably installed on the non-vertical outer facade roof structure layer. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 4, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected to the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The peripheral suspension mechanism 4 comprises two floor supports 41 arranged on a floor 43 and a suspension cross beam 42 erected on the two floor supports 41, one end of the steel wire rope 2 is fixed with the suspension cross beam 42, the other end of the steel wire rope is fixed with the suspension operating platform 1, and a floor through hole 44 for the steel wire rope 2 to penetrate is formed in the floor 43.
In this embodiment 4, on the basis of embodiment 1, a more preferable structure of the peripheral suspension mechanism 4 is given, specifically: the peripheral suspension mechanism 4 comprises two floor supports 41 arranged on a floor 43 and a suspension cross beam 42 erected on the two floor supports 41, one end of the steel wire rope 2 is fixed with the suspension cross beam 42, the other end of the steel wire rope is fixed with the suspension operating platform 1, and a floor through hole 44 for the steel wire rope 2 to penetrate is formed in the floor 43. Through the arrangement, the suspended operation platform 1 can be stably installed on the peripheral structure of the non-vertical facade. And simultaneously, the safety and the stability of the whole structure are ensured.
In this embodiment 5, on the basis of embodiment 4, a more preferable structure of the floor slab support 41 is provided, which specifically includes: the floor slab support 41 comprises a base 45 fixed on the floor slab 43 through an anchoring bolt, a vertical sleeve 46 arranged on the base 45, and a support rod 47 sleeved in the vertical sleeve 46; the vertical sleeve 46 and the support bar 47 are fixed by at least two connecting bolts 48, and the support bar 47 is fixed to the suspension cross member 42 by bolts. Through the arrangement, the suspended operation platform 1 can be stably installed on the peripheral structure of the non-vertical facade. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 6, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected with the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The peripheral roof suspension mechanism 5 comprises a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension bracket 53 of which the front end is mounted on the peripheral roof support 52 and the rear end is mounted on the other suspended structural beam 51, and a full framing scaffold 54 of which the width is at least 5 m; the full hall scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structure beam 51 provided with the peripheral roof support 52, one end of the steel wire rope 2 is connected with the suspension operation platform 1, the other end of the steel wire rope sequentially slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 and then is fixed at the rear end of the second suspension frame 53, and the rear end of the second suspension frame 53 is bound on the corresponding suspended structure beam 51 through a binding steel wire rope 55 with phi 8.3.
In this embodiment 6, based on embodiment 1, a more preferable structure of the peripheral roof suspension mechanism 5 is given, specifically: the peripheral roof suspension mechanism 5 comprises a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension bracket 53 mounted at the front end on the peripheral roof support 52 and at the rear end on another suspended structural beam 51, and a full framing 54 with a width of at least 5 m; the full framing 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structural beam 51 provided with the peripheral roof support 52, one end of the steel wire rope 2 is connected with the suspension operation platform 1, the other end of the steel wire rope sequentially slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 and then is fixed at the rear end of the second suspension frame 53, and the rear end of the second suspension frame 53 is bound on the corresponding suspended structural beam 51 through the steel wire rope 55 of phi 8.3. Through the arrangement, the suspended operation platform 1 can be stably installed on the peripheral roof structure of the non-vertical facade. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 7, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected with the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The peripheral roof suspension mechanism 5 comprises a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension bracket 53 of which the front end is mounted on the peripheral roof support 52 and the rear end is mounted on the other suspended structural beam 51, and a full framing scaffold 54 of which the width is at least 5 m; the full hall scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structure beam 51 provided with the peripheral roof support 52, one end of the steel wire rope 2 is connected with the suspension operation platform 1, the other end of the steel wire rope sequentially slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 and then is fixed at the rear end of the second suspension frame 53, and the rear end of the second suspension frame 53 is bound on the corresponding suspended structure beam 51 through the steel wire rope 55 with the diameter of phi 8.3. The full framing scaffold 54 is erected on the ground foundation 56, solid wood boards 57 with a thickness of at least 50cm are padded at the bottoms of the vertical rods of the full framing scaffold 54, and solid wood cushion boards 510 are padded between the second suspension frames 53 and the corresponding suspended structural beams 51.
In this embodiment 7, on the basis of embodiment 6, a more preferable structure of the full-hall scaffold 54 is provided, specifically: the full hall scaffold 54 is erected on the ground foundation 56, the bottom of the vertical rod of the full hall scaffold 54 is padded with a solid wood plate 57 with the thickness of at least 50cm, and a solid wood cushion plate 510 is padded between the second suspension frame 53 and the corresponding suspended structural beam 51. Through the arrangement, the suspended operating platform 1 can be stably installed on the peripheral roof structure of the non-vertical facade. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 8, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected to the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The peripheral roof suspension mechanism 5 comprises a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension bracket 53 mounted at the front end on the peripheral roof support 52 and at the rear end on another suspended structural beam 51, and a full framing 54 with a width of at least 5 m; the full hall scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structure beam 51 provided with the peripheral roof support 52, one end of the steel wire rope 2 is connected with the suspension operation platform 1, the other end of the steel wire rope sequentially slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 and then is fixed at the rear end of the second suspension frame 53, and the rear end of the second suspension frame 53 is bound on the corresponding suspended structure beam 51 through the steel wire rope 55 with the diameter of phi 8.3. Full hall scaffold 54 is equipped with vertical bridging 58 and a plurality of horizontal bridging 59, and vertical bridging 58 is full to be located full hall scaffold 54 all around, and the interval between adjacent horizontal bridging 59 is no longer than 8m.
In this embodiment 8, on the basis of embodiment 6, a more preferable structure of the full-hall scaffold 54 is provided, specifically: full hall scaffold 54 is equipped with vertical bridging 58 and a plurality of horizontal bridging 59, and vertical bridging 58 is full to be located full hall scaffold 54 all around, and the interval between adjacent horizontal bridging 59 is no longer than 8m. Through the arrangement, the suspended operating platform 1 can be stably installed on the peripheral roof structure of the non-vertical facade. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 9, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected to the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The inner courtyard suspension mechanism 6 comprises a front suspension bracket 62 and a rear suspension bracket 63 which are arranged on a flat beam 61 at the top layer of a building roof framework layer, and a third suspension bracket 64 which is arranged on the front suspension bracket 62 and the rear suspension bracket 63; one end of the steel wire rope 2 is connected with the suspension operating platform 1, the other end of the steel wire rope sequentially penetrates through the front end of the third suspension frame 64 and the top end of the third suspension frame 64 and then is fixed at the rear end of the third suspension frame 64, and a second balancing weight 65 is arranged on the suspension rear support 63.
This embodiment 9 provides a more preferable structure of the inner patio suspension mechanism 6 on the basis of embodiment 1, specifically: the inner courtyard suspension mechanism 6 comprises a front suspension bracket 62 and a rear suspension bracket 63 which are arranged on a flat beam 61 at the top layer of a building roof framework layer, and a third suspension bracket 64 which is arranged on the front suspension bracket 62 and the rear suspension bracket 63; one end of the steel wire rope 2 is connected with the suspension operating platform 1, the other end of the steel wire rope sequentially penetrates through the front end of the third suspension frame 64 and the top end of the third suspension frame 64 and then is fixed at the rear end of the third suspension frame 64, and a second balancing weight 65 is arranged on the suspension rear support 63. Through the arrangement, the suspended operation platform 1 can be stably installed at the patio structure in the non-vertical outer vertical surface. And simultaneously, the safety and the stability of the whole structure are ensured.
Embodiment 10, as shown in fig. 1 to 7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism disposed on the non-vertical facade, and a wire rope 2 disposed on the suspension mechanism and connected to the suspension operation platform 1 for suspending the suspension operation platform 1; the suspension mechanism comprises a roof suspension mechanism 3 positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism 4 positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism 5 positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism 6 positioned at the inner patio structure of the non-vertical outer facade. The inner courtyard suspension mechanism 6 comprises a front suspension bracket 62 and a rear suspension bracket 63 which are arranged on a flat beam 61 at the top layer of a building roof framework layer, and a third suspension bracket 64 which is arranged on the front suspension bracket 62 and the rear suspension bracket 63; one end of the steel wire rope 2 is connected with the suspension operating platform 1, the other end of the steel wire rope sequentially penetrates through the front end of the third suspension frame 64 and the top end of the third suspension frame 64 and then is fixed at the rear end of the third suspension frame 64, and a second balancing weight 65 is arranged on the suspension rear support 63. The front suspension bracket 62 and the rear suspension bracket 63 are both mounted on the top flat beam 61 through a mounting seat 66, the mounting seat 66 comprises a supporting base 68 which is fixed on the top flat beam 61 through an anchoring screw 67 and is made of channel steel, a vertical rod 69 which is arranged on the supporting base 68 and is made of channel steel, and a cross rod 610 which is arranged on the vertical rod 69; the front suspension bracket 62 and the rear suspension bracket 63 are fixedly mounted on the crossbar 610.
In this embodiment 10, on the basis of embodiment 9, a more preferable connection structure between the front suspension bracket 62, the rear suspension bracket 63, and the top flat beam 61 is provided, specifically: the front suspension bracket 62 and the rear suspension bracket 63 are both mounted on the top flat beam 61 through a mounting seat 66, the mounting seat 66 comprises a supporting base 68 which is fixed on the top flat beam 61 through an anchoring screw 67 and is made of channel steel, a vertical rod 69 which is arranged on the supporting base 68 and is made of channel steel, and a cross rod 610 which is arranged on the vertical rod 69; the front suspension bracket 62 and the rear suspension bracket 63 are fixedly mounted on the crossbar 610. The front suspension bracket 62 is fixedly connected with the vertical rods 69 and the cross rods 610 respectively in a bolt or welding mode; the rear suspension bracket 63 is fixedly connected with the vertical rods 69 and the cross rod 610 respectively through bolts or welding. Through the arrangement, the suspended operation platform 1 can be stably installed at the patio structure in the non-vertical outer vertical surface. And simultaneously, the safety and the stability of the whole structure are ensured.
In the construction process of the high-rise curtain wall; the construction is usually carried out by using a hanging basket; the design has the roof pergola to be used for vertical support and decoration all around the partial structure roof, and generally this pergola height all is more than 3m, all will decorate the curtain construction outward, and at this moment the front and back support height of standard hanging flower basket just can not satisfy the construction requirement, is the outer facade molding of an back taper to building form big end down simultaneously, and the front support overhanging length is too big in addition, appears the support unstability very easily and takes the slope, and this unstability problem that just needs to solve probably to appear or take other hanging flower basket construction schemes.
Roof hanging basket erection
According to the hanging basket layout area, a support scaffold is erected on the floor under the overhanging frame beam, a front fulcrum of the hanging basket support is fixedly supported on a scaffold bearing platform, the front end of the support is overhung and fixed on the frame beam, and oblique supports are added on two sides of the support to prevent overturning in the left-right direction. The rear end pivot of the bracket is fixed on the inner side frame.
Mounting mode and mounting position of upper suspension mechanism
According to the shape of the outer elevation of the project and the change of the entering and exiting size of the elevation, the hanging mechanism on the upper part of the hanging basket adopts a standard installation mode and a special installation mode:
(1) And (4) standard installation mode.
When the upper suspension mechanism is installed on the roof structure layer, the installation mode of the upper suspension mechanism of the hanging basket is as shown in figure 1.
The balance of the hanging mechanism on the upper part of the hanging basket is balanced in a counterweight mode, and holes or embedded components do not need to be reserved. When the hanging mechanism on the upper part of the hanging basket is installed, battens or boards are additionally arranged at the front and rear support seats respectively in a state of being combined with a finished roof product. In the carrying process of the suspension mechanism, the suspension mechanism should be lightly taken and placed, so that the finished roof product is prevented from being damaged.
(2) Special installation mode.
(1) The wall surface of each layer of structure position curtain of the peripheral structure from the first layer to the roof is 1 meter different from that of the adjacent lower layer structure, and therefore a hanging basket upper portion hanging mechanism is adopted to punch holes in the corresponding positions of the floor slab and penetrate through hanging basket steel wire ropes to install hanging baskets.
(2) The engineering roof is a suspended structural beam, so that a full-hall scaffold with the width of 5m (with a structural edge being inaccurate) needs to be erected for a hanging basket to support the structural beam so as to erect the hanging basket, and a hanging basket cantilever rear support is bound on the concrete structural beam by a binding steel wire rope with the diameter of 8.3. The installation of hanging flower basket on roof suspension flower frame roof beam all needs the hanging flower basket lessee to set up 5 meters (use the structure limit as the standard) wide full hall scaffold frame jacking force structural beam under its structural beam to guarantee the steadiness of this concrete structure roof beam, just can tie up hanging flower basket cantilever rear support on the structural beam during installation hanging flower basket.
A. And a hanging basket suspension system is arranged at the peripheral curtain wall construction and ceiling hanging position, as shown in figure 2.
B. A peripheral curtain wall construction basket (roof) suspension system is installed as shown in fig. 3 and 4.
C. And (3) installing a hanging basket suspension system for the inner raise curtain wall construction, as shown in figure 5.
The front supporting points directly act on the beams at the topmost layer of the framework layer, the mounting scheme is suitable for being adopted when the topmost layer of the building roof framework layer is a flat beam, and a special front support is adopted between the hanging basket front supporting arm and the structural beam for mounting. A special front abutment is shown in figure 6.
And arranging a life steel wire rope.
When there is a building structure beam or column on the roof, the life wire ropes are directly connected to the building structure beam or column, as shown in fig. 7. The number of the connecting rope clamps of the life steel wire rope is 4, and the contact part of the life steel wire rope and the building structure column is protected by thick rubber.
Finally, it should be noted that: the above embodiments are only preferred embodiments of the present invention to illustrate the technical solution of the present invention, but not to limit the same, and certainly not to limit the scope of the present invention; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; the modifications or replacements do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention; that is, the technical problems solved by the present invention are still consistent with the present invention, and all the modifications or colors made in the spirit and the idea of the main design of the present invention are included in the protection scope of the present invention; in addition, will the technical scheme of the utility model direct or indirect application is in other relevant technical field, all including on the same principle the utility model discloses a within the patent protection scope.
Claims (10)
1. A non-vertical outer vertical surface curtain wall construction hanging basket is characterized by comprising a suspension operation platform (1), a suspension mechanism arranged on the non-vertical outer vertical surface, and a steel wire rope (2) which is arranged on the suspension mechanism, connected with the suspension operation platform (1) and used for suspending the suspension operation platform (1); the suspension mechanism comprises a roof suspension mechanism (3) positioned on the non-vertical outer facade roof structure layer, a peripheral suspension mechanism (4) positioned on the non-vertical outer facade peripheral structure, a peripheral roof suspension mechanism (5) positioned on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism (6) positioned at the inner patio structure of the non-vertical outer facade.
2. A non-vertical facade curtain wall construction basket according to claim 1, characterised in that the roof suspension mechanism (3) comprises a front support frame (31) and a rear support frame (32) mounted to the roof, a first suspension bracket (33) mounted on the front support frame (31) and the rear support frame (32), and a first counterweight (34) mounted on the rear support frame (32).
3. The non-vertical facade curtain wall construction hanging basket according to claim 2 is characterized in that one end of the steel wire rope (2) is connected with the suspension operation platform (1), and the other end of the steel wire rope is fixed at the rear end of the first suspension frame (33) after sequentially sliding through the front end of the first suspension frame (33) and the top end of the first suspension frame (33).
4. The non-vertical facade curtain wall construction hanging basket according to claim 1, characterized in that the peripheral suspension mechanism (4) comprises two floor supports (41) arranged on a floor (43) and a suspension cross beam (42) erected on the two floor supports (41), one end of the steel wire rope (2) is fixed with the suspension cross beam (42), the other end is fixed with the suspension operation platform (1), and a floor through hole (44) for the steel wire rope (2) to pass through is formed in the floor (43).
5. The hanging basket for the construction of the non-vertical facade curtain wall as claimed in claim 4, wherein the floor support (41) comprises a base (45) fixed on the floor (43) through anchoring bolts, a vertical sleeve (46) arranged on the base (45), and a support rod (47) sleeved in the vertical sleeve (46); the vertical sleeve (46) and the support rod (47) are fixed through at least two connecting bolts (48), and the support rod (47) is fixed with the suspension cross beam (42) through bolts.
6. The non-vertical facade curtain wall construction basket according to claim 1, wherein the peripheral roof suspension mechanism (5) comprises a peripheral roof pedestal (52) mounted on a suspended structural beam (51), a second suspension bracket (53) mounted on the peripheral roof pedestal (52) at a front end and on another suspended structural beam (51) at a rear end, and a full framing (54) having a width of at least 5 m; full hall scaffold (54) suspend in the air structure roof beam (51) fixed connection with second suspension frame (53) and installation peripheral roof support (52) respectively, wire rope (2) one end is connected with suspension operation platform (1), the other end slides in proper order and passes second suspension frame (53) front end and second suspension frame (53) top after-fixing in second suspension frame (53) rear end, second suspension frame (53) rear end is through phi 8.3's ligature wire rope (55) ligature on corresponding suspension structure roof beam (51).
7. The non-vertical facade curtain wall construction basket according to claim 6, characterized in that the full hall scaffold (54) is erected on a ground foundation (56), and a solid wood plate (57) with the thickness of at least 50cm is padded at the bottom of the vertical rod of the full hall scaffold (54), and a solid wood backing plate (510) is padded between the second suspension frame (53) and the corresponding suspended structure beam (51).
8. The non-vertical facade curtain wall construction basket according to claim 6, wherein the full hall scaffold (54) is provided with vertical cross braces (58) and a plurality of horizontal cross braces (59), the vertical cross braces (58) are arranged around the full hall scaffold (54) in a full height, and the distance between the adjacent horizontal cross braces (59) is not more than 8m.
9. The non-vertical facade curtain wall construction basket according to claim 1, characterized in that the inner patio suspension mechanism (6) comprises a front suspension bracket (62) and a rear suspension bracket (63) mounted on the top flat beam (61) of the roof frame layer, and a third suspension bracket (64) mounted on the front suspension bracket (62) and the rear suspension bracket (63); one end of the steel wire rope (2) is connected with the suspension operation platform (1), the other end of the steel wire rope sequentially penetrates through the front end of the third suspension frame (64) and the top end of the third suspension frame (64) to be fixed at the rear end of the third suspension frame (64), and a second balancing weight (65) is arranged on the suspension rear support (63).
10. The non-vertical facade curtain wall construction basket according to claim 9, wherein the front suspension bracket (62) and the rear suspension bracket (63) are both mounted on the top flat beam (61) through a mounting seat (66), the mounting seat (66) comprises a support base (68) which is fixed on the top flat beam (61) through an anchor screw (67) and is made of channel steel, a vertical rod (69) which is arranged on the support base (68) and is made of channel steel, and a cross rod (610) which is arranged on the vertical rod (69); the front suspension bracket (62) and the rear suspension bracket (63) are fixedly arranged on the cross rod (610).
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CN202220649658.5U CN217557608U (en) | 2022-03-24 | 2022-03-24 | Non-vertical outer vertical face curtain wall construction hanging basket |
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CN202220649658.5U CN217557608U (en) | 2022-03-24 | 2022-03-24 | Non-vertical outer vertical face curtain wall construction hanging basket |
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CN202220649658.5U Active CN217557608U (en) | 2022-03-24 | 2022-03-24 | Non-vertical outer vertical face curtain wall construction hanging basket |
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