CN112049402A - Stand shoulder pole type double-track hanging basket construction system - Google Patents
Stand shoulder pole type double-track hanging basket construction system Download PDFInfo
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- CN112049402A CN112049402A CN202010965703.3A CN202010965703A CN112049402A CN 112049402 A CN112049402 A CN 112049402A CN 202010965703 A CN202010965703 A CN 202010965703A CN 112049402 A CN112049402 A CN 112049402A
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 230000007704 transition Effects 0.000 claims description 4
- 230000001681 protective effect Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 8
- 239000005357 flat glass Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000035882 stress Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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Abstract
The invention relates to the field of building construction, aims to solve the problems of insufficient construction efficiency and safety of building facade structures such as unit plate glass curtain wall installation and the like, and provides a column shoulder pole type double-track hanging basket construction system which comprises a circle of support frames; the support frame comprises vertical rods, cross rods and inclined support rods; the cross rod is connected with the vertical rod and is provided with an extending section and an extending section; the inclined supporting rod is obliquely arranged; the support frame also comprises a first steel wire rope, a second steel wire rope and two groups of track connecting structures; the first steel wire rope is connected between the lower-layer beam and the extending section; the second steel wire rope is connected between the extending section and the extending section, and the middle of the second steel wire rope is supported upwards in a sliding way by the sliding surface of the vertical rod and tensioned; the two groups of track connecting structures are connected to the extending section at intervals inside and outside; the annular inner rail is connected below the inner rail connecting structure; the annular outer rail is connected below the outer rail connecting structure. The invention has the advantages of safe and stable structure and safe and convenient construction.
Description
Technical Field
The invention relates to the field of building construction, in particular to a stand column shoulder pole type double-track hanging basket construction system.
Background
The pursuit of people for modern buildings not only can meet the use function, but also can continuously improve the aesthetic requirements of the buildings. The glass curtain wall serving as an outer protective structure can meet functional requirements and aesthetic requirements of people on buildings, and is widely applied to various modern civil and public buildings.
The unit plate glass curtain wall solves the problem of water leakage of the curtain wall, promotes the degree of building industrialization, and how to install the curtain wall more safely, quickly, reasonably and cost-effectively becomes an important field for each big building company.
Disclosure of Invention
The invention aims to provide a column shoulder pole type double-track hanging basket construction system to solve the problem that the installation efficiency and safety of building facade components such as unit plate glass curtain walls are insufficient.
The embodiment of the invention is realized by the following steps:
a column shoulder pole type double-track hanging basket construction system comprises a circle of supporting frames which are distributed at intervals along a top-layer beam of a building; the support frame comprises vertical rods, cross rods and inclined support rods; the lower end of the vertical rod is fixedly connected to the top layer cross beam, and the top surface of the upper end of the vertical rod is a sliding surface; the middle part of the cross rod is fixedly connected between the upper end and the lower end of the vertical rod and is provided with a stretching section stretching out of the outer peripheral surface of the top layer cross beam and a stretching section stretching into the inner peripheral surface of the top layer cross beam; the inclined stay bar is obliquely arranged, the lower end of the inclined stay bar is anchored on the top layer cross beam, and the upper end of the inclined stay bar is connected to the inner end of the extending section in a supporting manner;
the support frame also comprises a first steel wire rope, a second steel wire rope and two groups of track connecting structures; the lower end of the first steel wire rope is sleeved on the lower-layer beam below the top-layer beam, and the upper end of the first steel wire rope is connected to the inner end of the extending section; one end of the second steel wire rope is connected to the outer end of the extending section, one end of the second steel wire rope is connected to the inner end of the extending section, the middle of the second steel wire rope is slidably supported upwards by the sliding surface of the vertical rod, and the vertical rod supports the second steel wire rope upwards to enable the second steel wire rope to be in a tensioning state;
the two groups of track connecting structures are connected to the extending sections at intervals from inside to outside;
the mounting system also comprises a hanging basket, a component to be mounted hoisting device, an annular inner rail and an annular outer rail; the annular inner rail is connected below the inner rail connecting structure, and the member to be installed hoisting equipment is hung below the annular inner rail and can vertically lift or move annularly along the annular inner rail; the annular outer rail is connected below the outer rail connecting structure; the hanging basket is hung below the annular outer rail and can vertically lift or move along the annular outer rail in an annular mode.
When the upright post carrying pole type double-track hanging basket construction system is used, a component to be installed is hoisted by the component hoisting equipment to be installed, and is annularly moved to a position to be installed through vertical lifting and along an annular inner rail, and meanwhile, a constructor moves to a corresponding position along with the hanging basket to perform installation operation of the component to be installed at the position; and after the unit plate is installed, moving to another place for installation until all the members to be installed are installed.
In this scheme, through the support frame that aforementioned has horizontal pole, montant and wire rope isotructure to constitute and fix the annular inside and outside rail that the horizontal pole stretches out the section and link into an integrated entity, form the outer double track structure that hangs and be used for walking the hanging flower basket respectively and wait to adorn component lifting device, have the beneficial effect that structure safety and stability, construction safety are convenient, have high economic value.
In one embodiment:
and arc transition sections are arranged at the corners of the annular inner rail and the annular outer rail respectively.
In one embodiment:
the annular inner rail and the annular outer rail are both I-shaped steel rails;
the track connecting structure comprises two frame sleeves which are sleeved on the extending sections at intervals;
the frame sleeve comprises a U-shaped frame with a downward opening and a bottom plate which is connected with and seals the lower opening of the U-shaped frame; the bottom plates of the two frame sleeves respectively extend outwards in opposite directions to form a pair of extending plate sections;
the height dimension of the frame sleeve is larger than that of the extending section, and an upper wing plate of the I-shaped steel track spans between the two oppositely extending plate sections in the width direction and is clamped between the oppositely extending plate sections and the extending section;
the upper end of the frame sleeve is provided with a vertical locking screw, the lower end of the vertical locking screw penetrates through the top plate and abuts against the extending section, so that when the vertical locking screw is screwed in, the frame sleeve can move upwards relative to the extending section to enable the bottom plate of the frame sleeve to vertically clamp the upper wing plate of the I-shaped steel track below the extending section.
In one embodiment:
the upper plate surface of the base plate is fixedly provided with a base plate, the thickness of the base plate is smaller than that of the upper wing plate of the I-shaped steel track, and a vertical gap is formed between the base plate and the lower surface of the extending section when the upper wing plate of the I-shaped steel track is in a clamped state.
In one embodiment:
the track connecting structure also comprises a transverse plate and two lateral locking screws;
the two ends of the transverse plate are respectively attached to the same side of the two frame sleeves, the lateral locking screw penetrates through the transverse plate and then is in threaded connection with the side plate of the corresponding frame sleeve, the front end of the lateral locking screw penetrates through the side plate of the frame sleeve and then abuts against the side surface of the extending section, and the lateral locking screw can be screwed in so that the frame sleeve is laterally locked on the extending section.
In one embodiment:
the top surface of the upper end of the vertical rod is provided with an arc surface.
In one embodiment:
an embedded part is embedded in the top-layer cross beam, and a lower hinge seat is connected to the embedded part;
the lower end of the vertical rod is fixedly connected to the embedded part, and the lower end of the inclined strut is rotatably connected to the lower hinge seat; an upper hinge seat is arranged below the position near the inner end of the extending section, and the upper end of the inclined stay bar is hinged to the upper hinge seat.
In one embodiment:
a steel wire rope protective sleeve is sleeved on one section of the first steel wire rope corresponding to the lower-layer beam.
In one embodiment:
a connecting seat is arranged above the outer end of the extending section, one end of the first steel wire rope is connected to the connecting seat, and a connecting point is positioned above the extending section;
the other end of the first steel wire rope is connected to the middle position in the height direction of the extending section, and the height of the connecting point is smaller than that of the connecting point of the first steel wire rope at the extending section.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings referred to in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings may be obtained from these drawings without inventive effort.
FIG. 1 is a top view of a pole-carrying dual rail basket construction system of an embodiment of the present invention installed in a building;
in fig. 2 is shown a vertical view of the mounting of the support frame to the building beam;
the connection of the rail connection and the extension is shown in figure 3;
fig. 4 is a view taken along direction a of fig. 3.
Icon: the construction system comprises a stand column carrying type double-track hanging basket construction system 10, a top-layer cross beam 11, a lower-layer cross beam 12, an annular inner rail 13, an annular outer rail 14, a support frame 15, a vertical rod 16, a cross rod 17, an inclined support rod 18, a sliding surface 19, an extending section 20, an extending section 21, a first steel wire rope 22, a second steel wire rope 23, a rail connecting structure 24, an inner end 25, an outer end 26, a hanging basket 27, a to-be-installed component hoisting device 28, an arc transition section 29, a frame sleeve 30, a U-shaped frame 31, a bottom plate 32, an oppositely extending plate section 33, an upper wing plate 34, a vertical locking screw 35, a top plate 36, a transverse plate 37, a lateral locking screw 38, a side plate 39, a backing plate 40, a vertical gap 41, an embedded part 42, a lower hinged seat 43.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Examples
Referring to fig. 1 and 2, the present embodiment provides a vertical pole carrying type double rail basket construction system 10, which includes a circle of support frames 15 spaced along a top cross member 11 of a building, and annular inner rails 13 and annular outer rails 14 connected to the support frames 15.
Referring to fig. 2, the supporting frame 15 includes a vertical rod 16, a cross rod 17 and a diagonal rod 18; the lower end of the vertical rod 16 is fixedly connected to the top layer cross beam 11, and the top surface of the upper end of the vertical rod 16 is provided with a sliding surface 19; the middle part of the cross bar 17 is fixedly connected between the upper end and the lower end of the vertical bar 16, and is provided with a protruding section 20 which extends out of the outer peripheral surface of the top layer cross beam 11 and a protruding section 21 which extends into the inner peripheral surface of the top layer cross beam 11; the diagonal braces 18 are arranged obliquely and anchored at their lower ends to the top cross member 11 and at their upper ends in bracing connection with the inner ends 25 of the run-in sections 21.
The support frame 15 further comprises a first steel wire rope 22, a second steel wire rope 23 and two groups of track connecting structures 24; wherein, the lower end of the first steel wire rope 22 is sleeved on the lower layer beam 12 below the top layer beam 11, and the upper end is connected with the inner end 25 of the extending section 21; the second cable 23 has one end connected to the outer end 26 of the extending section 20, one end connected to the inner end 25 of the extending section 21, and the middle slidably supported upward by the sliding surface 19 of the vertical rod 16, and the upward support of the vertical rod 16 on the second cable 23 keeps the second cable 23 under tension.
Two sets of track connection structures 24 are connected to the extension 20 at spaced apart inner and outer locations. The mounting system 10 in this embodiment further comprises a gondola 27, a hoisting device 28 for the components to be mounted, an annular inner rail 13 and an annular outer rail 14. The annular inner rail 13 is connected below the inner rail connecting structure 24, and the component hoisting equipment 28 to be installed is hung below the annular inner rail 13 and can be vertically lifted or circularly moved along the annular inner rail 13; the outer annular rail 14 is connected below the outer rail connecting structure 24; the gondola 27 is suspended below the annular outer rail 14 and can be lifted vertically or moved circumferentially along the annular outer rail 14.
When the upright post carrying pole type double-track hanging basket construction system 10 is used, a component to be installed, such as a curtain wall glass unit plate, is hoisted by the component hoisting equipment 28 to be installed and moves to a position to be installed in an annular mode through vertical lifting and along the annular inner rail 13, and meanwhile, a constructor moves to a corresponding position along with the hanging basket 27 to perform installation operation on the unit plate at the position; and after the unit plate block is installed, moving the unit plate block to another place for installation until the unit plate block is installed.
In this scheme, through the support frame 15 that has structures such as horizontal pole 17, montant 16 and wire rope to constitute and fix the annular inside and outside rail that stretches out section 20 at horizontal pole 17 and link into an integrated entity, form the double track structure of overhanging and be used for walking hanging flower basket 27 respectively and wait to adorn component lifting device 28, have the beneficial effect that structure safety and stability, construction safety are convenient, have high economic value.
In the present embodiment, optionally, referring to fig. 1, the annular inner rail 13 and the annular outer rail 14 are provided with circular arc transitions 29 at the respective corners. Therefore, the rail can be ensured to move circularly and completely, and the phenomenon that the rail cannot move due to turning is avoided.
In this embodiment, the annular inner rail 13 and the annular outer rail 14 both use i-steel rails. Referring collectively to fig. 3 and 4, the track attachment structure 24 includes two housings 30 that are spaced apart from the extension 20.
The frame sleeve 30 comprises a U-shaped frame 31 with a downward opening and a bottom plate 32 connected with and sealing the lower opening of the U-shaped frame 31; the bottom plates 32 of the two housings 30 each extend outwardly toward each other to form a pair of extension plate sections 33. The height dimension of the frame sleeve 30 is larger than that of the extension section 20, and an upper wing plate 34 of the I-shaped steel rail spans between the two opposite extension plate sections 33 in the width direction and is clamped between the opposite extension plate sections 33 and the extension section 20. A top plate 36 of the frame sleeve 30 is connected with a vertical locking screw 35 in a threaded manner, and the lower end of the vertical locking screw 35 penetrates through the top plate 36 and abuts against the extending section 20, so that when the vertical locking screw 35 is screwed in, the frame sleeve 30 can move upwards relative to the extending section 20 to enable a bottom plate 32 of the frame sleeve 30 to vertically clamp an upper wing plate 34 of the i-steel rail below the extending section 20. Optionally, the track connecting structure 24 further comprises a cross plate 37 and two lateral locking screws 38; the two ends of the transverse plate 37 are respectively attached to the same side of the two frame sleeves 30, the lateral locking screw 38 passes through the transverse plate 37 and then is connected with the side plate 39 of the corresponding frame sleeve in a threaded manner, the front end of the lateral locking screw 38 passes through the side plate 39 of the frame sleeve and then abuts against the side surface of the extending section 20, and the lateral locking screw 38 can be screwed in to enable the frame sleeve to be locked on the extending section 20 in the lateral direction.
Through this setting, can conveniently realize the installation and the adjustment position of I-steel track. Specifically, when necessary, the transverse plate 37 is firstly loosened, the distance between the two frame sleeves is adjusted, the upper wing plate 34 of the joist rail is attached to the lower surface of the extending section, and the two frame sleeves are moved oppositely until the opposite extending plate sections 33 of the bottom plates 32 of the two frame sleeves move below the opposite extending plate sections 33 to form a support for the joist rail; then the relative position of the two frame sleeves can be locked by using the transverse plate 37; finally, the casing can be locked to the projecting section 20 both vertically and laterally by tightening the vertical locking screws 35 and the lateral locking screws 38. When the position needs to be adjusted, only the corresponding locking screw needs to be loosened, and the locking screw is locked after the position is adjusted. The position of the track connecting structure can be adjusted to adapt to the annular inner track 13 or the annular outer track 14 with different sizes, structural shape errors or installation errors of the track can be adapted through position adjustment, or the position and the shape of the track are changed due to thermal stress or other stress, so that the track connecting structure has good applicability.
In this embodiment, optionally, a backing plate 40 is fixedly disposed on the upper plate surface of the bottom plate 32, the thickness of the backing plate 40 is smaller than that of the upper wing plate 34 of the i-steel rail, and a vertical gap 41 is formed between the backing plate 40 and the lower surface of the protruding section 20 when the upper wing plate 34 of the i-steel rail is in a clamped state. Through setting up backing plate 40 and stretching out and form vertical clearance 41 between the section 20, can have appropriate support when stretching out section 20 and receiving the pressure of the vertical locking screw 35 of I-steel track both sides, can avoid again not pressing from both sides tight I-steel track, overall structure and atress are reasonable.
In this embodiment, the top surface of the upper end of the vertical rod 16 is provided with an arc surface, and the second steel wire rope 23 is in sliding fit with the arc surface, so that abrasion of the second steel wire rope 23 during sliding of the second steel wire rope 23 can be reduced.
In this embodiment, an embedded part 42 is embedded in the top cross beam 11, and a lower hinge seat 43 is connected to the embedded part 42. The lower end of the vertical rod 16 is fixedly connected to the embedded part 42, and the lower end of the diagonal brace 18 is rotatably connected to the lower hinge seat 43; an upper hinge seat 44 is provided below adjacent the inner end 25 of the entry section 21, and the upper end of the diagonal strut 18 is hingedly connected to the upper hinge seat 44. By arranging the inclined supporting rod 18 with two ends respectively hinged, the stress of one end of the extending section 21 can be transferred to the top beam 11 through the embedded part 42.
In order to protect the first steel wire rope 22, in this embodiment, a steel wire rope protecting sleeve 45 is sleeved on a section of the first steel wire rope 22 corresponding to the lower-layer beam 12.
In addition, in the embodiment, a connection seat 46 is disposed above the outer end 26 of the protruding section 20, one end of the first cable 22 is connected to the connection seat 46, and the connection point is located above the protruding section 20. The other end of the first wire rope 22 is connected to the middle position of the extending section 21 in the height direction, and the height of the connecting point is smaller than that of the connecting point of the first wire rope 22 at the extending section 20. Through the arrangement, the connecting line of stress points at the two ends of the cross rod 17 in the length direction can be inclined, and the extending section is higher, so that the combination of the tensile force of the first steel wire rope 22 and the second steel wire rope 23 is equivalent to the application of a prestress to one end of the extending section, and the prestress can balance certain loads (such as the load of a hanging basket 27 and the load of unit plates) suspended on the extending section 20.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a stand shoulder pole formula double track way hanging flower basket construction system which characterized in that:
the method comprises the following steps that a circle of supporting frames are distributed at intervals along a top beam of a building; the support frame comprises vertical rods, cross rods and inclined support rods; the lower end of the vertical rod is fixedly connected to the top layer cross beam, and the top surface of the upper end of the vertical rod is a sliding surface; the middle part of the cross rod is fixedly connected between the upper end and the lower end of the vertical rod and is provided with a stretching section stretching out of the outer peripheral surface of the top layer cross beam and a stretching section stretching into the inner peripheral surface of the top layer cross beam; the inclined stay bar is obliquely arranged, the lower end of the inclined stay bar is anchored on the top layer cross beam, and the upper end of the inclined stay bar is connected to the inner end of the extending section in a supporting manner;
the support frame also comprises a first steel wire rope, a second steel wire rope and two groups of track connecting structures; the lower end of the first steel wire rope is sleeved on the lower-layer beam below the top-layer beam, and the upper end of the first steel wire rope is connected to the inner end of the extending section; one end of the second steel wire rope is connected to the outer end of the extending section, one end of the second steel wire rope is connected to the inner end of the extending section, the middle of the second steel wire rope is slidably supported upwards by the sliding surface of the vertical rod, and the vertical rod supports the second steel wire rope upwards to enable the second steel wire rope to be in a tensioning state;
the two groups of track connecting structures are connected to the extending sections at intervals from inside to outside;
the mounting system also comprises a hanging basket, a component to be mounted hoisting device, an annular inner rail and an annular outer rail; the annular inner rail is connected below the inner rail connecting structure, and the member to be installed hoisting equipment is hung below the annular inner rail and can vertically lift or move annularly along the annular inner rail; the annular outer rail is connected below the outer rail connecting structure; the hanging basket is hung below the annular outer rail and can vertically lift or move along the annular outer rail in an annular mode.
2. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
and arc transition sections are arranged at the corners of the annular inner rail and the annular outer rail respectively.
3. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
the annular inner rail and the annular outer rail are both I-shaped steel rails;
the track connecting structure comprises two frame sleeves which are sleeved on the extending sections at intervals;
the frame sleeve comprises a U-shaped frame with a downward opening and a bottom plate which is connected with and seals the lower opening of the U-shaped frame; the bottom plates of the two frame sleeves respectively extend outwards in opposite directions to form a pair of extending plate sections;
the height dimension of the frame sleeve is larger than that of the extending section, and an upper wing plate of the I-shaped steel track spans between the two oppositely extending plate sections in the width direction and is clamped between the oppositely extending plate sections and the extending section;
the upper end of the frame sleeve is provided with a vertical locking screw, the lower end of the vertical locking screw penetrates through the top plate and abuts against the extending section, so that when the vertical locking screw is screwed in, the frame sleeve can move upwards relative to the extending section to enable the bottom plate of the frame sleeve to vertically clamp the upper wing plate of the I-shaped steel track below the extending section.
4. The mast shoulder pole type double track basket construction system of claim 3, wherein:
the upper plate surface of the base plate is fixedly provided with a base plate, the thickness of the base plate is smaller than that of the upper wing plate of the I-shaped steel track, and a vertical gap is formed between the base plate and the lower surface of the extending section when the upper wing plate of the I-shaped steel track is in a clamped state.
5. The mast shoulder pole type double track basket construction system of claim 3, wherein:
the track connecting structure also comprises a transverse plate and two lateral locking screws;
the two ends of the transverse plate are respectively attached to the same side of the two frame sleeves, the lateral locking screw penetrates through the transverse plate and then is in threaded connection with the side plate of the corresponding frame sleeve, the front end of the lateral locking screw penetrates through the side plate of the frame sleeve and then abuts against the side surface of the extending section, and the lateral locking screw can be screwed in so that the frame sleeve is laterally locked on the extending section.
6. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
the top surface of the upper end of the vertical rod is provided with an arc surface.
7. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
an embedded part is embedded in the top-layer cross beam, and a lower hinge seat is connected to the embedded part;
the lower end of the vertical rod is fixedly connected to the embedded part, and the lower end of the inclined strut is rotatably connected to the lower hinge seat; an upper hinge seat is arranged below the position near the inner end of the extending section, and the upper end of the inclined stay bar is hinged to the upper hinge seat.
8. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
a steel wire rope protective sleeve is sleeved on one section of the first steel wire rope corresponding to the lower-layer beam.
9. The mast shoulder pole type double-track basket construction system according to claim 1, wherein:
a connecting seat is arranged above the outer end of the extending section, one end of the first steel wire rope is connected to the connecting seat, and a connecting point is positioned above the extending section;
the other end of the first steel wire rope is connected to the middle position in the height direction of the extending section, and the height of the connecting point is smaller than that of the connecting point of the first steel wire rope at the extending section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010965703.3A CN112049402A (en) | 2020-09-15 | 2020-09-15 | Stand shoulder pole type double-track hanging basket construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010965703.3A CN112049402A (en) | 2020-09-15 | 2020-09-15 | Stand shoulder pole type double-track hanging basket construction system |
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| Publication Number | Publication Date |
|---|---|
| CN112049402A true CN112049402A (en) | 2020-12-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010965703.3A Pending CN112049402A (en) | 2020-09-15 | 2020-09-15 | Stand shoulder pole type double-track hanging basket construction system |
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| CN (1) | CN112049402A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113914638A (en) * | 2021-11-29 | 2022-01-11 | 中国建筑一局(集团)有限公司 | Overhanging steel beam double-rail curtain wall hoisting system and curtain wall plate hoisting method |
| CN114922440A (en) * | 2022-05-27 | 2022-08-19 | 五冶集团装饰工程有限公司 | Self-balancing column type double-track curtain wall mounting device and mounting method |
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| CN113914638A (en) * | 2021-11-29 | 2022-01-11 | 中国建筑一局(集团)有限公司 | Overhanging steel beam double-rail curtain wall hoisting system and curtain wall plate hoisting method |
| CN114922440A (en) * | 2022-05-27 | 2022-08-19 | 五冶集团装饰工程有限公司 | Self-balancing column type double-track curtain wall mounting device and mounting method |
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Application publication date: 20201208 |