CN110158937A - A kind of no bracket is without counterweight hanging basket suspension structure and its construction method - Google Patents
A kind of no bracket is without counterweight hanging basket suspension structure and its construction method Download PDFInfo
- Publication number
- CN110158937A CN110158937A CN201910575676.6A CN201910575676A CN110158937A CN 110158937 A CN110158937 A CN 110158937A CN 201910575676 A CN201910575676 A CN 201910575676A CN 110158937 A CN110158937 A CN 110158937A
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- China
- Prior art keywords
- hanging basket
- steel sleeve
- suspension
- anchoring ring
- parapet
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- 239000000725 suspension Substances 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 238000004873 anchoring Methods 0.000 claims abstract description 44
- 238000005452 bending Methods 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005034 decoration Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005119 centrifugation Methods 0.000 description 2
- 230000003447 ipsilateral effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of no bracket is related to building structure construction field, no bracket is without counterweight hanging basket suspension structure for Sloping roof and the roof structure of surrounding band overhanging eaves, including spaced two sets of suspension without counterweight hanging basket suspension structure and its construction method；Suspension described in every set includes being embedded in the intracorporal anchoring ring of roof wall, the steel sleeve being embedded between parapet and cantilevered plate, the antifriction hose being plugged in steel sleeve and the lifting wirerope and safety rope that are interspersed in antifriction hose；The present invention solves the problem of roofing is Sloping roof and surrounding has suspension outer eaves decoration when outer overhanging eaves to need to install frame body with hanging basket or need counterweight, and structure is complicated, constructs complicated, and difficulty of construction is big.
Description
Technical field
The present invention relates to building structure construction field, especially a kind of no bracket is without counterweight hanging basket suspension structure and its construction
Method.
Background technique
Traditional exterior walls of buildings decorations generally use when constructing plus the cantilevered nacelle construction of counterweight belt supporting frame, this
The cantilevered hanging basket of kind plus counterweight belt supporting frame applies in general to flat roof deck or the simple exterior wall surface construction of roof structure form, but
It is Sloping roof and roofing surrounding for roofing is that the structure type with cantilevered plate can not be applied using traditional hanging basket suspension mode
Work needs a kind of no bracket without balance weight hanging hanging basket mechanism to meet construction requirement because being influenced by roof form.
Summary of the invention
The object of the present invention is to provide a kind of no brackets without counterweight hanging basket suspension structure and its construction method, to solve roofing
For Sloping roof and surrounding has suspension outer eaves decoration when outer overhanging eaves to need to install frame body with hanging basket or need counterweight, and structure is multiple
It is miscellaneous, it constructs complicated, the problem of difficulty of construction is big.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of no bracket is without counterweight hanging basket suspension structure, for Sloping roof and the roof structure of surrounding band overhanging eaves, including interval
Two sets of suspension being arranged；Suspension described in every set includes being embedded in the intracorporal anchoring ring of roof wall, being embedded in parapet
Steel sleeve, the antifriction hose being plugged in steel sleeve between cantilevered plate and the lifting steel being interspersed in antifriction hose
Cord and safety rope；The upper end of the lifting wirerope and safety rope in a set of suspension pass through steel wire rope clamp with
Anchoring ring connection, lower end are both connected to the side of hanging basket to be hung；The lifting steel wire in the another set of suspension
The upper end of rope and safety rope passes through that steel wire rope clamp is connect with anchoring ring, lower end is both connected to the other side of hanging basket to be hung.
The steel sleeve includes the upper section tilted down, the middle section of arc and vertical lower section；The upper section of the steel sleeve
Top be embedded in parapet along the thickness direction perforation of parapet, and the medial surface of the upper port of steel sleeve and parapet is flat
Together；The lower part of the upper section of the steel sleeve is embedded in the upper layer of cantilevered plate；Daughter is suspended in the middle part of the upper section of the steel sleeve
Between wall and cantilevered plate；The middle section of the steel sleeve is embedded in the middle layer of cantilevered plate；The lower section of the steel sleeve is embedded in overhanging
The lower layer of plate, and the lower port of steel sleeve is concordant with the bottom surface of cantilevered plate；The central axis and horizontal plane of the upper section of the steel sleeve
Between angle be 30 °~45 °.
The anchoring ring is axially symmetric structure, and main body is in U-shape, and the both ends horizontal outward bending of U-shaped forms bending segment, curved
The both ends of trisection are L-shaped to bend inwards to form grasp；The extended line of the central axis of the upper section of the steel sleeve and roof wall
Lateral surface intersection, intersection point a, the place 15mm is b point right above intersection point a, and 15mm is c point immediately below intersection point a, total between b point and c point
Intersecting ranges are formed within the scope of 30mm；The symmetry axis of the anchoring ring is located in intersecting ranges.
The anchoring ring is embedded in roof wall vertically and main body is arranged outwardly, and the pre-buried depth of the anchoring ring
At least 150mm.
The anchoring ring is bent by the level-one reinforcing bar that diameter is 20mm.
The steel sleeve is made by the coating steel pipe of outer diameter 48mm.
The antifriction hose is rubber hose.
The distance between central point and cantilevered plate lateral surface for saving under the steel sleeve are 900mm.
The lifting wirerope and safety rope are wirerope.
Using the construction method of the no bracket without counterweight hanging basket suspension structure, step are as follows:
Step 1 guarantees anchoring ring according to design drawing and surveying setting-out as a result, being spaced pre-buried anchoring ring in roof wall
Pre-buried depth be at least 150mm, while guaranteeing that the symmetry axis of anchoring ring is located in intersecting ranges described in claim 1.
Step 2, according to design drawing and surveying setting-out as a result, pre-buried steel casing, guarantee in parapet and cantilevered plate
The upper port of steel sleeve and the medial surface of parapet are concordant, and lower port is concordant with the bottom surface of cantilevered plate.
Antifriction hose is plugged in steel sleeve by step 3.
Lifting wirerope and safety rope are plugged in antifriction hose by step 4, and will lifting wirerope and safety rope
Upper end it is solid in the exposed main body of anchoring ring by wirerope mounting board.
Step 5 connects the lifting device on the lower end and hanging basket that lift wirerope.
The lower end of safety rope connect with after safety lock with a weight, completes without bracket without counterweight hanging basket by step 6
Suspended structure installation.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that
Steel sleeve is arranged by anchoring ring pre-buried in roof wall in the present invention between parapet and cantilevered plate, and by inserting
The lifting wirerope and safety rope connect in steel sleeve directly fixes hanging basket in anchoring ring, realizes the descending operation of hanging basket,
Without increasing counterweight and installing steelframe, operating platform is provided for exterior finish work, solving roofing is Sloping roof and four
The problem of Zhou Jun has an outer overhanging Yan Shi hanging basket mechanism difficulty of construction is big；The present invention is avoided inside it by setting steel sleeve
The safety rope and boom hoist cable passed through damages the parapet and cantilevered plate of completion of having constructed；By being set in steel sleeve
The antifriction hose of rubber is set, is damaged with reducing safety rope and boom hoist cable in steel duct phase mutual friction；The present invention
By the way that steel sleeve is arranged, realize that the Fast Installation of hanging basket is fixed, it is construction is simple, easy for installation, accelerate exterior finish work construct into
The safety of construction is spent, reduces construction cost and improve, is of great significance to the application range expansion of driven hanging basket；
The steel sleeve that the present invention is arranged between parapet and cantilevered plate had not only been able to satisfy outside structure the finishing that cornices and has used but also can be used to build
The cleaning of object later period maintenance uses, and steel sleeve lower port can be blocked with plug on it when not in use, meet exterior finish work beauty and want
It asks.
It the composite can be widely applied in nacelle construction structure.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is schematic perspective view of the present invention without bracket without counterweight hanging basket suspension structure.
Fig. 2 is schematic view of facade structure of the present invention without bracket without counterweight hanging basket suspension structure.
Fig. 3 is the A-A cross-section diagram in Fig. 2.
Fig. 4 is the B-B cross-section diagram in Fig. 2.
Fig. 5 is the structural schematic diagram of steel wire rope clamp.
Fig. 6 is the structural schematic diagram of anchoring ring.
Appended drawing reference: appended drawing reference: 1-anchoring ring, 2-steel wire rope clamps, 3-hanging baskets, 4-steel sleeves, 5-antifriction soft
Pipe, 6-lifting wirerope, 7-safety ropes.
Specific embodiment
Referring to figure 1 and figure 2, a kind of no bracket is used for Sloping roof and surrounding without counterweight hanging basket suspension structure to embodiment
With the roof structure for overhanging eaves, including spaced two sets of suspension, hanging basket is connected between two sets of suspension bottom ends
3；Suspension described in every set includes being embedded in the intracorporal anchoring ring 1 of roof wall, the steel being embedded between parapet and cantilevered plate
Casing 4, the antifriction hose 5 being plugged in steel sleeve 4 and the lifting wirerope 6 being interspersed in antifriction hose 5 and safety
Rope 7；The both ends of the hanging basket 3 are respectively equipped with a safety lock and a lifting device；The upper end of the lifting wirerope 6 passes through
Steel wire rope clamp 2 is connect with anchoring ring 1, lower end connection is located at ipsilateral lifting device；The upper end of the safety rope 7 passes through wirerope
Folder 2 is connect with anchoring ring 1, lower end is placed through the ipsilateral safety lock and connects a weight；In a set of suspension
The lifting wirerope 6 and the upper end of safety rope 7 pass through that steel wire rope clamp 2 is connect with anchoring ring 1, lower end is both connected to outstanding
The side of the hanging basket 3 of extension；The upper end of the lifting wirerope 6 and safety rope 7 in the another set of suspension passes through steel
Cord folder 2 is connect with anchoring ring 1, lower end is both connected to the other side of hanging basket 3 to be hung；The antifriction hose 5 is rubber
Hose；The lifting wirerope 6 and safety rope 7 are wirerope, and wirerope is the dedicated galvanized steel wire rope of hanging basket, and intensity is high, resistance to
Corrosion performance is good, 4 × 25Fi+PP- of model Φ 8.3 of wirerope, and rupture pull force is not less than 51.8kN；The lifting device
Including electromagnetic braking motor, centrifugation speed-limiting device and manual downhill race device；Electromagnetic braking motor is produced in fault or power-off
Raw braking moment makes hanging basket braking suspention；Centrifugation speed-limiting device can guarantee no more than 1.5 times specified promotion speed of hanging basket gliding speed
Degree；Manual downhill race device declines in electric fault or power failure and emergency lower-pilot hanging basket platform, and specific method is: with setting
It is located in motor fan housing in the hole of shift fork in the driving lever insertion electromagnetic brake in lifting device handle, is lifted up driving lever, beats
Open brake can make work hanging basket at the uniform velocity glide；The hanging basket 3 is fashioned iron frame made of being bolted as chip group welding piece
Frame structure；The outer cantilevered plate of roof wall, parapet and the gutter can bear the installation additional external force load of hanging basket, be not required to
Carry out the reinforcements such as reinforcement processing；Shown in Figure 5, the steel wire rope clamp 2 includes the main part and fixture block of U-shaped, the fixture block
On open there are two through-hole, be respectively fitted on two limbs of main part, and the bolt by being connected to main part two ends blocks.
Referring to shown in FIG. 1 to FIG. 3, the steel sleeve 4 include the upper section tilted down, the middle section of arc and it is vertical under
Section；The top of the upper section of the steel sleeve 4 is embedded in parapet along the thickness direction perforation of parapet, and steel sleeve 4 is upper
Port is concordant with the medial surface of parapet；The lower part of the upper section of the steel sleeve 4 is embedded in the upper layer of cantilevered plate；The steel sleeve
It is suspended between parapet and cantilevered plate in the middle part of 4 upper section；The middle section of the steel sleeve 4 is embedded in the middle layer of cantilevered plate；Institute
The lower section for stating steel sleeve 4 is embedded in the lower layer of cantilevered plate, and the lower port of steel sleeve 4 is concordant with the bottom surface of cantilevered plate；The steel
Angle between the central axis and horizontal plane of the upper section of casing 4 is 30 °~45 °；The lower central point and cantilevered plate saved of the steel sleeve 4
The distance between lateral surface is 900mm；The steel sleeve 4 is made by the coating steel pipe of outer diameter 48mm.
Referring to shown in Fig. 1, Fig. 2, Fig. 4 and Fig. 6, the anchoring ring 1 is axially symmetric structure, and main body is in U-shape, the two of U-shaped
End is bent to form bending segment horizontally outward, and the both ends of bending segment are L-shaped to bend inwards to form grasp；Between two vertical sections of main body
Distance be 120mm, the length of main body is 300mm, and the length of bending segment is 200mm；The central axis of the upper section of the steel sleeve 4
Extended line intersect with the lateral surface of roof wall, intersection point a, the place 15mm is b point, intersection point a underface 15mm right above intersection point a
For c point, intersecting ranges are formed between b point and c point within the scope of total 30mm；The symmetry axis of the anchoring ring 1 is located at intersecting ranges
It is interior；The anchoring ring 1 is embedded in roof wall vertically and main body is arranged outwardly, and the pre-buried depth of the anchoring ring 1 is
150mm, protruded length 150mm；Height of the symmetry axis of the anchoring ring apart from roofing construction sheet is according to Specific construction needs
It determines；The anchoring ring 1 is bent by the level-one reinforcing bar that diameter is 20mm.
Using the construction method of the no bracket without counterweight hanging basket suspension structure, step are as follows:
Step 1 guarantees according to design drawing and surveying setting-out as a result, being spaced pre-buried two anchoring rings 1 in roof wall
The pre-buried depth of anchoring ring 1 is at least 150mm, while guaranteeing that the symmetry axis of anchoring ring 1 is located at intersection model described in claim 1
In enclosing.
Step 2, according to design drawing and surveying setting-out as a result, in parapet and cantilevered plate pre-buried steel casing 4, protect
The upper port for demonstrate,proving steel sleeve 4 is concordant with the medial surface of parapet, and lower port is concordant with the bottom surface of cantilevered plate.
Antifriction hose 5 is plugged in steel sleeve 4 by step 3.
Lifting wirerope 6 and safety rope 7 are plugged in antifriction hose 5 by step 4, and will lifting wirerope 6 and peace
The upper end of full rope 7 is fixed in the exposed main body of anchoring ring 1 by steel wire rope clamp 2, completes two sets of suspension constructions.
Step 5 connects the lifting device on the lower end and 3 side of hanging basket of the lifting wirerope 6 in a set of suspension
It connects, the lower end of the side safety rope 7 is connect with after safety lock with a weight；By the lifting steel wire in another set of suspension
The lower end of rope 6 connect with the lifting device on 3 other side of hanging basket, by the lower end of the side safety rope 7 and after the safety lock with one
Weight connection, completes hanging basket suspension.
Claims (8)
1. a kind of no bracket is without counterweight hanging basket suspension structure, for Sloping roof and the roof structure of surrounding band overhanging eaves, feature
It is: including spaced two sets of suspension；Suspension described in every set includes being embedded in the intracorporal anchoring ring of roof wall
(1), be embedded in the steel sleeve between parapet and cantilevered plate (4), the antifriction hose (5) that is plugged in steel sleeve (4) and
The lifting wirerope (6) and safety rope (7) being interspersed in antifriction hose (5)；The lifting in a set of suspension
The upper end of wirerope (6) and safety rope (7) passes through that steel wire rope clamp (2) is connect with anchoring ring (1), lower end is both connected to wait hang
Hanging basket (3) side；The upper end of the lifting wirerope (6) and safety rope (7) in the another set of suspension is logical
Cross that steel wire rope clamp (2) is connect with anchoring ring (1), lower end is both connected to the other sides of hanging basket to be hung (3)；
The steel sleeve (4) includes the upper section tilted down, the middle section of arc and vertical lower section；The steel sleeve (4) it is upper
The top of section is embedded in parapet along the thickness direction perforation of parapet, and the upper port of steel sleeve (4) and parapet is interior
Side is concordant；The lower part of the upper section of the steel sleeve (4) is embedded in the upper layer of cantilevered plate；In the upper section of the steel sleeve (4)
Portion is suspended between parapet and cantilevered plate；The middle section of the steel sleeve (4) is embedded in the middle layer of cantilevered plate；The steel sleeve
(4) lower section is embedded in the lower layer of cantilevered plate, and the lower port of steel sleeve (4) is concordant with the bottom surface of cantilevered plate；The steel sleeve
(4) angle between the central axis and horizontal plane of upper section is 30 °~45 °；
The anchoring ring (1) is axially symmetric structure, and main body is in U-shape, and the both ends horizontal outward bending of U-shaped forms bending segment, curved
The both ends of trisection are L-shaped to bend inwards to form grasp；The extended line and roof wall of the central axis of the upper section of the steel sleeve (4)
Lateral surface intersection, intersection point a, the place 15mm is b point right above intersection point a, and intersection point a underface 15mm is c point, between b point and c point
Intersecting ranges are formed within the scope of total 30mm；The symmetry axis of the anchoring ring (1) is located in intersecting ranges.
2. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: the anchoring ring (1) is perpendicular
It is directly embedded in roof wall and main body is arranged outwardly, and the pre-buried depth of the anchoring ring (1) is at least 150mm.
3. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: the anchoring ring (1) by
Diameter is that the level-one reinforcing bar of 20mm is bent.
4. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: the steel sleeve (4) by
The coating steel pipe of outer diameter 48mm is made.
5. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: the antifriction hose
It (5) is rubber hose.
6. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: under the steel sleeve (4)
The distance between central point and cantilevered plate lateral surface of section are 900mm.
7. no bracket according to claim 1 is without counterweight hanging basket suspension structure, it is characterised in that: the lifting wirerope
(6) and safety rope (7) is wirerope.
8. applying construction method of the no bracket without counterweight hanging basket suspension structure described in claim 1, which is characterized in that step
Are as follows:
Step 1 is protected according to design drawing and surveying setting-out as a result, being spaced pre-buried two anchoring rings (1) in roof wall
The pre-buried depth of card anchoring ring (1) is at least 150mm, while it is described in claim 1 to guarantee that the symmetry axis of anchoring ring (1) is located at
In intersecting ranges；
Step 2, according to design drawing and surveying setting-out as a result, pre-buried steel casing (4), guarantee in parapet and cantilevered plate
The upper port of steel sleeve (4) is concordant with the medial surface of parapet, and lower port is concordant with the bottom surface of cantilevered plate；
Antifriction hose (5) is plugged in steel sleeve (4) by step 3；
Lifting wirerope (6) and safety rope (7) are plugged in antifriction hose (5) by step 4, and will lift wirerope (6)
It is fixed in the exposed main body of anchoring ring (1) with the upper end of safety rope (7) by steel wire rope clamp (2), completes two sets of suspension systems
System construction；
Step 5, by the lower end of the lifting wirerope (6) of a set of suspension and safety rope (7) and one to hanging basket (3)
Side connection；
Step 6, by the lower end of the lifting wirerope (6) of another set of suspension and safety rope (7) and to hanging basket (3)
Other side connection, completes hanging basket suspension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910575676.6A CN110158937B (en) | 2019-06-28 | 2019-06-28 | Cradle hanging structure without support and counterweight and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910575676.6A CN110158937B (en) | 2019-06-28 | 2019-06-28 | Cradle hanging structure without support and counterweight and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110158937A true CN110158937A (en) | 2019-08-23 |
| CN110158937B CN110158937B (en) | 2024-02-13 |
Family
ID=67637055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910575676.6A Active CN110158937B (en) | 2019-06-28 | 2019-06-28 | Cradle hanging structure without support and counterweight and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110158937B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049406A (en) * | 2020-09-14 | 2020-12-08 | 中天建设集团有限公司 | Perpendicular installation method and installation structure of oblique roof overhanging eaves gutter construction hanging basket |
| CN113530285A (en) * | 2021-06-02 | 2021-10-22 | 中建一局集团建设发展有限公司 | Method for mounting and dismounting oblique roof cornice without counterweight and support hanging basket |
| CN113700281A (en) * | 2021-09-02 | 2021-11-26 | 中国十七冶集团有限公司 | Electric hanging basket counterweight-free device for coating outer wall of chimney and mounting method |
| CN115613798A (en) * | 2022-10-27 | 2023-01-17 | 北京房地集团有限公司 | Mounting structure and mounting method for cantilever beam of cantilever scaffold |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229285A (en) * | 1994-02-18 | 1995-08-29 | Nippon Bisoo Kk | Projecting beam for suspending gondola and fixed rope arranging structure of gondola suspending rope member using projecting beam thereof |
| CN103993735A (en) * | 2014-06-06 | 2014-08-20 | 山东义泰建设工程有限公司 | Support system of roof inclined beam and slab cantilever structure and construction method of support system |
| JP5794461B1 (en) * | 2014-06-18 | 2015-10-14 | 株式会社テクノプランツ | Suspended scaffolding |
| CN206428956U (en) * | 2017-01-06 | 2017-08-22 | 北京城建八建设发展有限责任公司 | Driven hanging basket and its fixing device |
| CN210563320U (en) * | 2019-06-28 | 2020-05-19 | 北京建工四建工程建设有限公司 | Hanging basket suspension structure without support and counterweight |
-
2019
- 2019-06-28 CN CN201910575676.6A patent/CN110158937B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229285A (en) * | 1994-02-18 | 1995-08-29 | Nippon Bisoo Kk | Projecting beam for suspending gondola and fixed rope arranging structure of gondola suspending rope member using projecting beam thereof |
| CN103993735A (en) * | 2014-06-06 | 2014-08-20 | 山东义泰建设工程有限公司 | Support system of roof inclined beam and slab cantilever structure and construction method of support system |
| JP5794461B1 (en) * | 2014-06-18 | 2015-10-14 | 株式会社テクノプランツ | Suspended scaffolding |
| CN206428956U (en) * | 2017-01-06 | 2017-08-22 | 北京城建八建设发展有限责任公司 | Driven hanging basket and its fixing device |
| CN210563320U (en) * | 2019-06-28 | 2020-05-19 | 北京建工四建工程建设有限公司 | Hanging basket suspension structure without support and counterweight |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049406A (en) * | 2020-09-14 | 2020-12-08 | 中天建设集团有限公司 | Perpendicular installation method and installation structure of oblique roof overhanging eaves gutter construction hanging basket |
| CN113530285A (en) * | 2021-06-02 | 2021-10-22 | 中建一局集团建设发展有限公司 | Method for mounting and dismounting oblique roof cornice without counterweight and support hanging basket |
| CN113700281A (en) * | 2021-09-02 | 2021-11-26 | 中国十七冶集团有限公司 | Electric hanging basket counterweight-free device for coating outer wall of chimney and mounting method |
| CN115613798A (en) * | 2022-10-27 | 2023-01-17 | 北京房地集团有限公司 | Mounting structure and mounting method for cantilever beam of cantilever scaffold |
| CN115613798B (en) * | 2022-10-27 | 2023-10-03 | 北京房地集团有限公司 | Mounting structure and mounting method of cantilever beam of cantilever scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110158937B (en) | 2024-02-13 |
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