AU2015268774B1 - A system for installing façade panels on a building being constructed - Google Patents
A system for installing façade panels on a building being constructed Download PDFInfo
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- AU2015268774B1 AU2015268774B1 AU2015268774A AU2015268774A AU2015268774B1 AU 2015268774 B1 AU2015268774 B1 AU 2015268774B1 AU 2015268774 A AU2015268774 A AU 2015268774A AU 2015268774 A AU2015268774 A AU 2015268774A AU 2015268774 B1 AU2015268774 B1 AU 2015268774B1
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Abstract
A SYSTEM FOR INSTALLING FAQADE PANELS ON A BUILDING BEING CONSTRUCTED A system (100) for installing facade panels (120) on a building being constructed is provided. The system (100) comprises at least two vertically extending profiles (101), at least two support structures (103) and a rail system (105). The at least two support structures (103) are configured to be removably anchored to a floor (130) of the building and to project as a cantilever beyond an edge (131) of the floor (130). Each of the support structures (103) has an engaging end (104) adapted to engage a respective vertically extending profile (101). The rail system (105) is removably mounted to the vertically extending profiles (101) for manoeuvring the facade panels (120).
Description
ι 2015268774 16 Dec 2015
A SYSTEM FOR INSTALLING FAQADE PANELS ON A BUILDING BEING CONSTRUCTED
Field [0001] The present invention relates to a system for installing facade panels on a building being constructed.
Background [0002] Fa9ade panels come in various shapes and sizes and primarily form the outer shell and appearance of a building. Faqade panels are typically stacked for transportation and then delivered to the construction site in an upside down arrangement, i.e. with the outside front of the fa9ade panel facing up. This not only protects the glass on a fa9ade panel but also allows for safe stackability of the fa9ade panels during transportation.
[0003] The fa9ade panels are delivered to the installation site via a trolley either from the outside of the building via tower cranes or hoists or from the inside of the building via a lift shaft. The fa9ade panels are then installed into position by mounting the fa9ade panels in predetermined recesses or fittings on the building. The installation of fa9ade panels is typically carried out manually by workers or with the aid of various mechanical aids, such as hoists, pulleys, mini-cranes, and/or robots with suction arms for holding glass fa9ade panels and the like. The fa9ade panels would often need to be lifted, turned and manoeuvred into place. This process poses significant risks and challenges for workers at greater altitudes of a building, especially when environmental influences such as wind, sun and moisture are at play.
[0004] Currently, in an attempt to provide a safer work environment for the installation of fa9ade panels at greater altitudes of a building, safety nets are provided on the outside of the scaffold. However, these safety nets are often made of soft material, and as such do not adequately prevent workers and/or material from accidentally falling off the scaffold. These safety nets also do not adequately provide protection of workers from environmental influences such as strong winds. In fact, in most cases, faqade panels are installed long after the skeleton of the building has been erected, at which time often no scaffold, thus no safety net, is provided. This leaves workers exposed precariously at the edge of the building and directly exposed to all environmental influences. AH25(10604750_l):MHT:dah 2 2015268774 24 Nov 2016
Object of the Invention [0005] It is an object of the present invention to substantially overcome or at least ameliorate one or more of the above disadvantages, or to at least provide a useful alternative.
Summary of the Invention [0006] Accordingly, an aspect of the present disclosure provides a system for installing fagade panels on a building being constructed, the system comprising: at least two vertically extending profiles; a first set of support structures including at least two first support structures configured to be removably anchored to a first floor of the building and to project as a cantilever beyond an edge of the first floor; a second set of support structures including at least two second support structures configured to be removably anchored to a second floor of the building higher than the first floor and to project as a cantilever beyond an edge of the second floor; each first support structure and a corresponding second support structure having an engaging end adapted to engage one of the vertically extending profiles when anchored to the respective first and second floors such that the vertically extending profile is supported by and suspended from the first and second support structures; and a rail system removably mounted to the vertically extending profiles for manoeuvring the fagade panels.
[0007] In one or more embodiments, the removable rail system comprises: at least two rail support members, each rail support member being mounted to a respective vertically extending profile; at least one rail connected to, and extending substantially between the at least two rail support members; and a lifting mechanism movably connected to the at least one rail for lifting the facade panels.
[0008] In one embodiment, the at least one rail is movable with respect to the pair of rail support members.
AH26(11994922_1):MSL 3 2015268774 24 Nov 2016 [0009] In one or more embodiments, the system further comprises a rigid covering connected to and extending substantially between the vertically extending profiles so as to form a protection for the building. In one embodiment, the covering is formed from a perforated sheet of material.
[0010] There is also provided a method of using the system as described above, the method comprising: (a) anchoring a first set of the support structures to a first floor of a building being constructed; (b) securing the vertically extending profiles to the first set of the support structures such that the vertically extending profiles are suspended from the first set of support structures; (c) mounting the rail system to the vertically extending profiles; (d) mounting a facade panel to the rail system; (e) manoeuvring the facade panel to a predetermined position on the building; and (f) securing the facade panel to the building; (g) anchoring a second set of the support structures to a second floor of the building higher than the first set of the support structures; and (h) securing the vertically extending profiles to the second set of the support structures such that the vertically extending profiles are further suspended from the second set of support structures.
[0011] In one form, the method further comprises: (i) after mounting the facade panel to the rail system, rotating the facade panel about a vertical axis to arrange an exterior face of the facade panel to face an exterior of the building.
[0012] This paragraph left intentionally blank.
[0014] Preferably, the method further comprises: (j) disengaging both the first set of the support structures and the second set of the support structures from the vertically extending profiles; (k) moving the first set of the support structures to a third floor of the building higher than the second set of the support structures; (l) anchoring the first set of the support structures to the third floor; (m) moving the vertically extending profiles up the building; and
AH26(11994922_1):MSL 4 2015268774 24 Nov 2016 (n) securing the vertically extending profiles to both the first set of the support structures and the second set of the support structures.
[0015] Preferably, the method further comprises: (o) disengaging both the first set of the support structures and the second set of the support structures from the vertically extending profiles; (p) moving the second set of the support structures to a fourth floor of the building higher than the first set of the support structures; (q) anchoring the second set of the support structures to the fourth floor; (r) moving the vertically extending profiles up the building; and (s) securing the vertically extending profiles to both the first set of the support structures and the second set of the support structures.
[0016] Preferably, the method further comprises repeating steps (j) to (s) in relation to further floors of the building.
[0017] In one embodiment, the method further comprises: following step (f) and prior to step (k), anchoring a third set of the support structures to a further floor of the building higher than the fagade panel and lower than the first floor; following step (n), disengaging the third set of the support structures from the vertically extending profiles and removing the third set of support structures from the further floor.
Brief Description of the Drawings [0018] Preferred embodiments of the invention will be described hereinafter, by way of example only, with reference to the accompanying drawings, wherein: [0019] Figure 1 is a side elevation view of an embodiment of a system for installing fagade panels on a building being constructed; [0020] Figure 2 is an enlarged side elevation view of the rail system of Figure 1; [0021] Figure 3 is an enlarged side elevation view of another embodiment of the rail system Figure 1;
AH26(11994922_ 1 ):MSL 4a 2015268774 24 Nov 2016 [0022] Figure 4 is a sectional top plan of a building construction site employing the system of Figure 1; [0023] Figure 5 is a partial sectional top plan view of Figure 4; [0024] Figure 6 is a side elevation view of the system of Figure 1 depicting a facade panel being loaded; and [0025] Figures 7a to 7d are side elevation views of a climbing procedure of a further embodiment of a system for installing facade panels on a building being constructed.
AH26(11994922_1):MSL 5 2015268774 16 Dec 2015
Description of Embodiments [0025] Figure 1 shows an embodiment of a system 100 for installing a facade panel 120 on a building being constructed. The building used for the purposes of illustration in this embodiment comprises a number of already-constructed building floors 130. The system 100 comprises at least two vertically extending profiles 101 and at least two support structures 103 configured to be removably anchored to the building floor 130 and to project as a cantilever beyond an edge 131 of the building floor 130. Each support structure 103 has an engaging end 104 adapted to engage a respective vertically extending profile 101. In the embodiment shown in Figure 1, the system 100 comprises two vertically extending profiles 101 and two sets of the support structures 103a, 103b. Each set of the support structures 103a, 103b has two support structures. The first set of support structures 103a is positioned on a first floor 130a of the building and the second set of the support structures 103b is positioned on a second floor 130b of the building higher than the first floor 130a. The vertically extending profiles 101 each has a plurality of projections 102 spaced longitudinally along a portion thereof for engagement with the engaging end 104 of the support structures 103. Mounting of the vertically extending profiles 101 on the engaging end 104 of the cantilevered support structures 103 leaves a gap 110 between the floor edge 131 and the vertically extending profiles 101 for passage of facade panels 120 as will be discussed below.
[0026] The system 100 also comprises a removable rail system 105 mounted to the vertically extending profiles 101 for manoeuvring the facade panel 120. In one embodiment, best shown in Figure 2, the rail system 105 comprises two rail support members 106 mounted to a respective vertically extending profile 101, and a rail 107 fixed to, and extending substantially between, the two rail support members 106. It is also envisioned that two or more rails can be fixed to the rail support members 105. The rail system 105 further comprises a lifting mechanism 108 for lifting and lowering the facade panel 120. In the embodiment depicted, the lifting mechanism 108 is in the form of a winch. The lifting mechanism 108 is movable along the rail 107 so that the facade panel 120 can be manoeuvred along the gap 110 between the floor edge 131 and the vertically extending profiles 101. This facilitates positioning of the facade panel 120 during installation.
[0027] Another embodiment of the rail system 205 is shown in Figure 3. Features of the rail system 205 that are identical to those of the rail system 105 of the first embodiment are provided with identical reference numerals, whilst equivalent or alternate features of the rail system 205 AH25(10604750_l):MHT:dah 6 2015268774 16 Dec 2015 are provided with reference numerals equivalent to those of the rail system 105 of the first embodiment, incremented by 100.
[0028] In this particular embodiment, the rail 107 is movably mounted, rather than fixed, to the support members 206. The support members 206 each comprise a track 209 arranged thereon, which allows for movement of the rail 107 away and towards the floor edge 131 in a direction 210. This facilitates both turning and positioning of the faqade panel 120 during installation, where necessary on a building. Although embodiments of the rail system 105, 205 have been described separately, it is envisaged that both embodiments of the rail system 105, 205 may be employed concurrently on a building site, as shown in Figures 4 and 5, and as will be further discussed below.
[0029] A rigid covering 140 may also be provided for the system 100 described above. The covering 140 is connected to, and extends substantially between, the vertically extending profiles 101 so as to form an external screen of the building. The covering 140 prevents workers and/or objects accidentally falling from the building as well as shielding workers and/or the building from environmental influences, such as strong winds, sun and moisture. In one embodiment, the covering 140 is mounted on the vertically extending profiles 101 such that the vertically extending profiles 101 are located between the covering 140 and the building. In this way, the covering 140 may be installed more easily. Further, gaps between adjacent rigid coverings 140 can be eliminated, preventing objects and debris from falling through. In one embodiment, the screen 140 is formed from a perforated sheet of material. In one embodiment, a flange member (not shown) may be attached to a side of the covering 140. The flange is configured to allow a flange of an adjacent covering to overlap therewith to enhance shielding in the work environment. In one embodiment, the flange is formed from synthetic material or rubber.
[0030] The gap 110 between the floor edge 131 and the vertically extending profiles 101 may vary at different portions of the perimeter of the building floor 130 by providing support structures 103 of varying length or otherwise varying the position of the support structures 103 relative to the floor edge 131. For the building floor 130 shown in Figure 4 (part of which is shown in more detail in Figure 5), the support structures 103 and vertically extending profiles 101 are arranged so as to define five separate loading zones 11 la - 11 le in which an increased gap 110a is provided between the floor edge 131 and the vertical profiles 101 (and accordingly, between the floor edge 131 and the covering 140). A narrower gap 110b is provided along the AH25(10604750_l):MHT:dah 7 2015268774 16 Dec 2015 remaining parts of the periphery of the building floor 130, which form skating zones 112a-112e. In the embodiment depicted, the rail system 205, having a movably mounted rail 107, is provided in each of the loading zones 111a and 11 lc-1 lie. Providing the increased gap 110a and moveable rail 107 allows for rotation of the fa9ade panels 120 as will be further discussed below. The rail system 105 having a fixed rail 107 is provided in each of the skating zones 112a-l 12e. In the loading zone 11 lb, in place of the movably mounted rail 107, an arcuate rail portion 107a is provided between two adjacent rail support members 106, with the arcuate rail portion 107a deforming the path of the rail 107 outwardly away from the floor edge 131 toward the covering 140. The arcuate rail portion 107a also facilitates rotation of the fa9ade panel 120, as will be further discussed below and is effectively an alternative to providing the rail system 205 with a moveably mounted rail 107.
[0031] An exemplary use of the system 100 will now be described. Firstly referring to Figure 1, the first set of the support structures 103 a is anchored to the first floor 130a and the second set of the support structures 103b is anchored to the second floor 130b. The vertically extending profiles 101 are then secured to the first set of the support structures 103a and the second set of the support structures 103b via engagement of the engaging end 104 of the support structures 103 with respective protrusions 102 of the vertically extending profiles 101. The rail system 105, 205 is then mounted to the vertically extending profiles 101. In this particular embodiment, the rail system 105, 205 is positioned below the first set of the support structures 103a.
[0032] Referring to Figure 4, a stack of fa9ade panels 120 is transported to the appropriate floor for installation. The fa9ade panels 120 are each typically transported to adjacent one of the loading zones llla-llle with the use of a forklift 180 or trolley. Referring to Figure 6, the upper edge 122 of the fa9ade panel 120 is mounted to the lifting mechanism 108 of the rail system 205, in the arrangement depicted by way of a cable of the winch forming the lifting mechanism 108. The lower edge 123 of the fa9ade panel 120 is supported by the forklift 180, which is advanced toward the floor edge 131 as the lifting mechanism 108 lifts the fa9ade panel 120, tilting it from a horizontal position to a vertical position in the gap 110 between the floor edge 131 and the screen 140. The outer face 121 of the fa9ade panel is typically the upper face of the fa9ade panel 120 upon delivery. As a result, when elevated into the vertical position, the outer face 121 faces the incorrect orientation, toward the interior of the building floor 130. Accordingly, the fa9ade panel 120 may be rotated within the gap 110 between the floor edge 131 and vertically extending profiles 101, moving the rail 107 along the track 209 of the support members 206 as required to allow clearance for the rotation of the fa9ade panel 120. For AH25(10604750 l):MHT:dah 8 2015268774 16 Dec 2015 arrangements where the rail 107 is provided with an arcuate rail portion 107a, such as in the loading zone 111b, there is no need to move the rail 107 which may thus be fixed to the rail support members 106. The facade panel 120 may instead be moved along the rail 107 to the arcuate rail portion 107a which is arranged to provide for rotation of the facade panel 120 without being impeded by the floor edge 131, vertically extending profiles 101 or covering 140. Once the facade panel 120 is in the correct orientation with the outer face 121 facing the exterior of the building, the facade panel 120 may be further moved along the rail 107 into a predetermined position along the floor edge 131, where the facade panel 120 is secured to the building through conventional means.
[0033] Once all of the facade panels 120 have been installed on one level of the building, the system 100 is moved into position for installation of facade panels 120 on a further level utilising a climbing sequence of the system 100, an example of which will now be described.
[0034] Both the first set of the support structures 103a and the second set of the support structures 103b are disengaged from the vertically extending profiles 101. The first set of the support structures 103a is moved to a third floor of the building higher than the second set of the support structures 103b and anchored to the third floor. The vertically extending profiles 101 are then moved up the building by aid of a lifting cylinder, hydraulic jack, a crane, or combinations thereof. The vertically extending profiles 101 are then secured to both the first set of the support structures 103a and the second set of the support structures 103b, thereby ‘climbing’ the system 100 up the building.
[0035] Further, both the first set of the support structures 103a and the second set of the support structures 103b are disengaged from the vertically extending profiles 101. The second set of the support structures 103b is moved to a fourth floor of the building higher than the first set of the support structures 103a and anchored to the fourth floor. The vertically extending profiles 101 are then moved up the building. The vertically extending profiles 101 are then secured to both the first set of the support structures 103 a and the second set of the support structures 103b, thereby further ‘climbing’ the system 100 up the building.
[0036] It will be appreciated that the terms ‘first floor’, ‘second floor’, ‘third floor’ and ‘fourth floor’ and the like are used for reference only and are not to be limited to the actual floor levels of the building. It will also be appreciated that the first, second, third and fourth floors may not necessarily be sequential. For example, the term ‘first floor’ could refer to the 23rd floor of the AH25(10604750_l):MHT:dah 9 2015268774 16 Dec 2015 building and the ‘second floor’ could refer to the 25th floor of the building. Further, it is envisaged that the above described sequence can be repeated with respect to further floors of the building. It is also envisaged that the steps described above can be performed in any order and is not limited to the particular order of steps described above.
[0037] Whilst the above climbing sequence is described above in relation to the use of first and second sets of support structures 103a, 103b it is also envisaged that the system may utilise three sets of support structures, with three support structures 103 being utilised with each vertically extending profile 101. Three sets of support structures enable each vertically extending profile 101 to be supported by at least two support structures 103 at all times.
[0038] A climbing sequence using three sets of support structures 103, comprising the first and second sets of support structures 103a, 103b described above in relation to Figure 1, and a third or supplementary set of support structures 103c, will now be described with reference to Figures 7a-d. Firstly referring to Figure 7a, once the facade panels 120 on one level have been installed a third or supplementary set of support structures 103c is anchored to a floor 130o directly beneath the first floor 130a, above the installed facade panels 120. The supplementary support structures 103c are engaged with the vertically extending profiles 101. Referring to Figure 7b, the first set of support structures 103a is then removed and the vertically extending profiles 101 are moved up the building and secured to both the second set of supporting structures 103b and the supplementary set of support structures 103c. The first set of support structures 103a is moved to a third floor 130c of the building higher than the second set of support structures 103b, in the same manner as discussed above, and anchored to the third floor 130c, as shown in Figure 7c. The first set of support structures 103a is then secured to the vertically extending profiles 101. Finally referring to Figure 7d, the supplementary set of support structures 103c may then be removed from the vertically extending profiles 101 and the lower building floor 130o, leaving access for further facade panels 120 to be installed.
[0039] Another envisaged modification relates to the location of the rail support members 106/206 on the vertically extending profiles 101. In particular, it is envisaged that the support members 106/206 may be located at a higher position than that shown in Figure 1, adjacent the floor edge 131 of the first floor 130a directly underneath, or directly above, the first set of support structures 103a. With such a configuration, it is envisaged that facade panels 120 may be installed on two consecutive levels without the need to climb the vertically extending profiles 101 and associated rail system 105/205 in between each successive facade panel installation AH25(10604750_l):MHT:dah ίο 2015268774 16 Dec 2015 level. This arrangement would thus reduce the number of iterations of the climbing process by half. In configurations where the support members 106/206 are located directly above the support structure 103, each fa$ade panel 120 would typically be rotated into its correct orientation on the inside of the building, rather than in the gap 110 between the floor edge 131 and covering 140, given that the support structure 103 would otherwise interfere with the rotation process. Horizontal movement of the facade panels 120 along the rail 107 would, however, still be possible.
[0040] Rotation of the facade panels 120 inside the building would also be particularly applicable to arrangements where the facade panels 120 are provided with externally projecting fins or hoods projecting from the exterior face 121. Such exterior vertically extending fins, or horizontally extending hoods, are common features of facade panels 120, typically either for sun protection and/or architectural design purposes. The additional bulk of the facade panels 120 resulting from the fins or hoods may result in the gap 110 between the floor edge 131 and covering 140 not being sufficient to allow full rotation of the facade panels 120 within the gap 110, necessitating rotation of the fa9ade panels 120 within the building.
[0041] The person skilled in the art will appreciate other possible modifications, configurations and uses of the system described above. In particular, it is envisaged that the rail 107 of the rail system 105 may also extend around comers of the building. It is also envisaged that the system 100 may be employed close to, or directly follow, the concrete erection cycle of the building construction. AH25(10604750_l):MHT:dah
Claims (11)
1. A system for installing facade panels on a building being constructed, the system comprising: at least two vertically extending profiles; a first set of support structures including at least two first support structures configured to be removably anchored to a first floor of the building and to project as a cantilever beyond an edge of the first floor; a second set of support structures including at least two second support structures configured to be removably anchored to a second floor of the building higher than the first floor and to project as a cantilever beyond an edge of the second floor; each first support structure and a corresponding second support structure having an engaging end adapted to engage one of the vertically extending profiles when anchored to the respective first and second floors such that the vertically extending profile is supported by and suspended from the first and second support structures; and a rail system removably mounted to the vertically extending profiles for manoeuvring the facade panels.
2. The system according to claim 1, wherein the removable rail system comprises: at least two rail support members, each rail support member being mounted to a respective vertically extending profile; at least one rail connected to, and extending substantially between the at least two rail support members; and a lifting mechanism movably connected to the at least one rail for lifting the facade panels.
3. The system according to claim 2, wherein the at least one rail is movable with respect to the pair of rail support members.
4. The system according to any one of the preceding claims, further comprising a rigid covering connected to and extending substantially between the vertically extending profiles so as to form a protection screen for the building.
5. The system of claim 4, wherein the covering is formed from a perforated sheet of material.
6. A method of using the system according to any one of the preceding claims, the method comprising: (a) anchoring a first set of the support structures to a first floor of a building being constructed; (b) securing the vertically extending profiles to the first set of the support structures such that the vertically extending profiles are suspended from the first set of support structures; (c) mounting the rail system to the vertically extending profiles; (d) mounting a facade panel to the rail system; (e) manoeuvring the facade panel to a predetermined position on the building; (f) securing the facade panel to the building; (g) anchoring a second set of the support structures to a second floor of the building higher than the first set of the support structures; and (h) securing the vertically extending profiles to the second set of the support structures such that the vertically extending profiles are further suspended from the second set of support structures.
7. The method of claim 6 further comprising: (i) after mounting the facade panel to the rail system, rotating the facade panel about a vertical axis to arrange an exterior face of the facade panel to face an exterior of the building.
8. The method of claim 6 or 7, further comprising: (j) disengaging both the first set of the support structures and the second set of the support structures from the vertically extending profiles (k) moving the first set of the support structures to a third floor of the building higher than the second set of the support structures; (l) anchoring the first set of the support structures to the third floor; (m) moving the vertically extending profiles up the building; and (n) securing the vertically extending profiles to both the first set of the support structures and the second set of the support structures.
9. The method of claim 8, further comprising: (o) disengaging both the first set of the support structures and the second set of the support structures from the vertically extending profiles; (p) moving the second set of the support structures to a fourth floor of the building higher than the first set of the support structures; (q) anchoring the second set of the support structures to the fourth floor; (r) moving the vertically extending profiles up the building; and (s) securing the vertically extending profiles to both the first set of the support structures and the second set of the support structures.
10. The method of claim 9, further comprising repeating steps (j) to (s) in relation to further floors of the building.
11. The method of claim 8, further comprising: following step (f) and prior to step (k), anchoring a third set of the support structures to a further floor of the building higher than the fagade panel and lower than the first floor; following step (n), disengaging the third set of the support structures from the vertically extending profiles and removing the third set of support structures from the further floor.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2015268774A AU2015268774B1 (en) | 2015-12-16 | 2015-12-16 | A system for installing façade panels on a building being constructed |
| CN201621384355.6U CN206289794U (en) | 2015-12-16 | 2016-12-16 | System for installing cladding panel on the building built |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2015268774A AU2015268774B1 (en) | 2015-12-16 | 2015-12-16 | A system for installing façade panels on a building being constructed |
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| AU2015268774B1 true AU2015268774B1 (en) | 2017-01-12 |
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| AU2015268774A Active AU2015268774B1 (en) | 2015-12-16 | 2015-12-16 | A system for installing façade panels on a building being constructed |
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| CN (1) | CN206289794U (en) |
| AU (1) | AU2015268774B1 (en) |
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|---|---|---|---|---|
| CN112930425A (en) * | 2018-08-07 | 2021-06-08 | 约翰·克莱门特·普雷斯顿 | Method for erecting multi-layer structure and vertical surface |
| CN111608388B (en) * | 2020-05-26 | 2021-09-17 | 北京崇建工程有限公司 | Aluminum mold transmission device and transmission method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3207263A (en) * | 1961-07-24 | 1965-09-21 | Civil & Civic Pty Ltd | Self-climbing formwork hoist |
| JPH07269124A (en) * | 1994-04-04 | 1995-10-17 | Asahi Chem Ind Co Ltd | Simply attaching device for large-sized panel |
-
2015
- 2015-12-16 AU AU2015268774A patent/AU2015268774B1/en active Active
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2016
- 2016-12-16 CN CN201621384355.6U patent/CN206289794U/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3207263A (en) * | 1961-07-24 | 1965-09-21 | Civil & Civic Pty Ltd | Self-climbing formwork hoist |
| JPH07269124A (en) * | 1994-04-04 | 1995-10-17 | Asahi Chem Ind Co Ltd | Simply attaching device for large-sized panel |
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| CN206289794U (en) | 2017-06-30 |
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