CN209585605U - Climbing formwork lower hanging protection system - Google Patents
Climbing formwork lower hanging protection system Download PDFInfo
- Publication number
- CN209585605U CN209585605U CN201920071428.3U CN201920071428U CN209585605U CN 209585605 U CN209585605 U CN 209585605U CN 201920071428 U CN201920071428 U CN 201920071428U CN 209585605 U CN209585605 U CN 209585605U
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- CN
- China
- Prior art keywords
- hole
- protective framework
- outrigger
- group
- climbs
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 238000009415 formwork Methods 0.000 title claims abstract description 19
- 230000009194 climbing Effects 0.000 title abstract description 12
- 230000001681 protective effect Effects 0.000 claims abstract description 40
- 210000000988 bone and bone Anatomy 0.000 claims description 4
- 230000006855 networking Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000007906 compression Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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- Fencing (AREA)
Abstract
A climbing formwork lower hanging protection system comprises a climbing formwork and a protection device arranged below the climbing formwork; the climbing die frame is arranged at the outer side of the core tube structure and at a position corresponding to the upper part of the hole of the core tube structure; a horizontal cantilever beam is arranged on the lowest layer of the climbing mould frame; the cantilever beams are arranged in a group and are horizontally arranged above the hole at intervals; one end of the cantilever beam is connected to the lowest layer of the climbing die frame; the protective device covers the outer side of the hole of the core tube structure and comprises a protective framework and a net piece; the size of the protective framework is matched with that of the opening, and the upper end of the protective framework is hung on the cantilever beam and is detachably connected with the cantilever beam; the lower end of the protective framework exceeds the lower edge of the hole and is connected to the core tube structure below the hole; the net sheets are fully paved on the protective framework and are fixedly connected with the protective framework. The utility model provides a traditional protection method need customize the protection railing again according to the size in entrance to a cave, the more troublesome and higher technical problem of cost of construction.
Description
Technical field
The utility model relates to building field, in particular to guard system is hung under a kind of creeping formwork.
Background technique
For super high-rise building, the index bed of core-tube partial is constructed using climbing form system, for creeping formwork lower part and core
Hole is had between coupling beam hole between cylinder, if protecting the case where being easy to produce falling object from high altitude not in place；Conventional protection side
Method is to increase the height of standardization guard rail to block hole, and the method need to customize again protective fence according to the size at hole
Bar, and the demand of the guard rail is larger.
Utility model content
The purpose of this utility model, which is originally to provide under a kind of creeping formwork, hangs guard system, needs root with the means of defence for solving traditional
Guard rail is customized again according to the size at hole, the technical issues of cumbersome and higher cost of constructing.
To achieve the goals above, the utility model adopts the following technical solution.
Guard system is hung under a kind of creeping formwork, includes climb mould bases and the protective device that is mounted below the mould bases that climbs；Institute
It states and climbs fixing of the forming frame at the outside of core wall structure, the hole top position of corresponding core wall structure；In the mould bases that climbs
Basecoat is equipped with horizontal outrigger；The outrigger has one group, the upper horizontal arranged for interval at hole；Wherein one end of outrigger
It is connected on the basecoat for the mould bases that climbs；It include protection bone on the outside of the hole of the guard covers core wall structure
Frame and mesh sheet；The size of the protective framework and the size at hole are adapted, and the upper end of protective framework is articulated on outrigger,
And it is detachably connected with outrigger；The lower end of protective framework exceeds the lower edge at hole, and is connected to the Core Walls Structure knot below hole
On structure；The mesh sheet is completely layered on protective framework, and is fixedly connected with protective framework.
Preferably, the lower part of the mould bases that climbs is equipped with the platform board to construct；The outrigger is detachably connected on flat
On platen.
Preferably, the end of the outrigger is provided with the vertical plug for preventing protective framework from sliding, and in vertical plug and prevents
Vertical adjusting bolt is provided between shield skeleton.
Preferably, the protective framework includes skeleton main body and articulated end；The skeleton main body includes one group of perpendicular dragon
Bone and one group of horizontal keel, and one group of centre keel and one group of horizontal keel collectively form rectangular frame structure；The articulated end packet
Include horizontal hitch bar and one group of vertical connection quarter butt；The hitch bar is located at the top of skeleton main body, and with skeleton master
Body is arranged in parallel, and one group of connection quarter butt parallel interval is connected between hitch bar and skeleton main body.
Preferably, the mesh sheet includes a networking blade unit；Wherein, every mesh sheet unit is correspondingly connected in skeleton main body
Grid in.
The utility model has the characteristics that and beneficial effect compared with prior art.
1, the protective device of the utility model is mounted on the lower section for the mould bases that climbs, and can be with the rising for the mould bases that climbs
And rise, therefore hole need not be closed in advance before the mould bases that climbs climbs, convenient for climbing for the current mould bases that climbs.
2, the protective device of the utility model can climb together with creeping formwork automatically, avoid traditional construction method in the mould that climbs
After frame climbs, guard rail is customized again, the technical issues of cumbersome and higher cost of constructing.
3, for the utility model after jumping formwork climbs in place, protective device in place, effectively prevent creeping formwork to hang platform immediately
On personnel safety and article fall.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram being arranged on the outside of hole of the utility model.
Fig. 2 is the structural schematic diagram of protective framework and mould bases connecting node of climbing in the utility model.
Fig. 3 is the structural schematic diagram of protective device in the utility model.
Fig. 4 is the structural schematic diagram of the utility model middle skeleton main body.
Appended drawing reference: 1-climbs mould bases, 1.1-upright bars, 1.2-cross bars, 1.3-vertical poles, 2-core wall structures, 3-
Hole, 4-outriggers, 5-protective frameworks, 5.1-skeleton main bodys, 5.1.1-centre keel, 5.1.2-horizontal keel, 5.2-are hung
Connect end, 5.2.1-hitch bar, 5.2.2-connection quarter butt, 6-mesh sheet, 6.1-mesh sheet units, 7-platform boards, 8-vertical stifled
Head, 9-adjust bolt, 10-connection bolts, 11-compression bars.
Specific embodiment
In the present embodiment, climbing form system Shi Shigong is used in the index bed to super high-rise building, core-tube partial, in core
It can be easy to produce falling object from high altitude there are hole 3 on barrel structure 2 and protect situation not in place, this reality is set at this hole 3
It is protected with guard system is hung under novel creeping formwork.
As shown in Figs 1-4, guard system is hung under this creeping formwork, includes that climb mould bases 1 and being mounted on climbs 1 lower section of mould bases
Protective device；The mould bases 1 that climbs is mounted on the hole 3 in the outside at the hole 3 of core wall structure 2, corresponding core wall structure 2
At top position；Horizontal outrigger 4 is equipped in the basecoat for the mould bases 1 that climbs；The outrigger 4 has one group, in the top at hole 3
Horizontal interval arrangement；Wherein one end of outrigger 4 is connected on the basecoat for the mould bases 1 that climbs；The guard covers are in core
3 outside of hole of heart barrel structure 2, includes protective framework 5 and mesh sheet 6；The size of the protective framework 5 and the size at hole 3
It is adapted, and the upper end of protective framework 5 is articulated on outrigger 4, and is detachably connected with outrigger 4；The lower end of protective framework 5 is super
The lower edge at hole 3 out, and be connected on the core wall structure 2 of 3 lower section of hole；The mesh sheet 6 is completely layered on protective framework 5,
And it is fixedly connected with protective framework 5.
In the present embodiment, the lower part of the mould bases 1 that climbs is equipped with the platform board 7 to construct；The outrigger 4 detachably connects
It connects on platform board 7.
It is spaced apart in the present embodiment, on the outrigger 4 and is equipped with bolt hole, the outrigger 4 is connected to by connecting bolt 10
On platform board 7.
In the present embodiment, the end of the outrigger 4 is provided with the vertical plug 8 for preventing protective framework 5 from sliding, and is vertically blocking up
Vertical adjusting bolt 9 is provided between first 8 and protective framework 5.
In the present embodiment, the protective framework 5 includes skeleton main body 5.1 and articulated end 5.2；The skeleton main body 5.1
It include one group of centre keel 5.1.1 and one group of horizontal keel 5.1.2, and one group of centre keel 5.1.1 and one group of horizontal keel 5.1.2
Collectively form rectangular frame structure；The articulated end 5.2 includes horizontal hitch bar 5.2.1 and one group of vertical connection quarter butt
5.2.2；The hitch bar 5.2.1 is located at the top of skeleton main body 5.1, and is arranged in parallel with skeleton main body 5.1, and one group of connection is short
Bar 5.2.2 parallel interval is connected between hitch bar 5.2.1 and skeleton main body 5.1.
In the present embodiment, the centre keel 5.1.1 of 5.1 left and right sides of skeleton main body is using the logical system in 30mm × 30mm × side 2mm
Make, the horizontal keel 5.1.2 of about 5.1 two sides of skeleton main body is using the logical production in 30mm × 30mm × side 2mm；Positioned at intermediate position
Centre keel 5.1.1 using the logical production in the side 20mm × 20mm × 1.5mm, the horizontal keel 5.1.2 positioned at intermediate position is used
The logical production in the side 20mm × 20mm × 1.5mm.
In the present embodiment, hitch bar 5.2.1 makes using 30mm × 30mm × side 2mm is logical, 5.2 left and right sides of articulated end
Quarter butt 5.2.2 is connected using the logical production in 30 × 30 × side 2mm；Positioned at intermediate position connection quarter butt 5.2.2 using 20mm ×
The logical production in the side of 20mm × 1.5mm.
Certainly in other embodiments, centre keel 5.1.1 and horizontal keel 5.1.2 in the skeleton main body 5.1 may be used also
To be made of other fashioned iron rod pieces；Hitch bar 5.2.1 and connection quarter butt 5.2.2 in the articulated end 5.2 can also be used
Other fashioned iron rod pieces are made.
In the present embodiment, the mesh sheet 6 includes a networking blade unit 6.1；Wherein, every mesh sheet unit 6.1 is corresponding connects
It connects in the grid of skeleton main body 5.1.
In the present embodiment, the lowest level for climbing mould bases 1 includes upright bar 1.1 and cross bar 1.2, vertical pole 1.3 and setting
Envelope network on the outside；The upright bar 1.1 has two groups, and transversely parallel interval is arranged；Wherein, between every group of upright bar 1.1 along longitudinal direction
Every setting；The top of the upright bar 1.1 is connected with the molded base part that climbs on upper layer；The cross bar 1.2 is connected to laterally adjacent
Between upright bar 1.1；The vertical pole 1.3 is laid on the top of cross bar 1.2, and longitudinally adjacent cross bar 1.2 is connected；It is described flat
Platen 7 is laid on the top of one group of vertical pole 1.3.
In the present embodiment, the platform board 7 hangs the lower part for being located at the mould bases 1 that climbs by upright bar 1.1；The top of the outrigger 4
Portion's pressure is equipped with compression bar 11, and the both ends of compression bar 11 are respectively welded in the upright bar 1.1 for being connected to 7 both ends of platform board.
In the present embodiment, the two sides rope pulling of protective device is fixed on the core wall structure 2 on door opening both sides.
Claims (5)
- It include climb mould bases (1) and the protection dress that is mounted below the mould bases that climbs (1) 1. hang guard system under a kind of creeping formwork It sets；It is characterized by: the mould bases that climbs (1) is mounted on the hole of the outside of core wall structure (2), corresponding core wall structure (2) At mouth (3) top position；Horizontal outrigger (4) is equipped in the basecoat of the mould bases that climbs (1)；The outrigger (4) has one group, In The upper horizontal arranged for interval at hole (3)；Wherein one end of outrigger (4) is connected on the basecoat of the mould bases that climbs (1)；It is described Guard covers include protective framework (5) and mesh sheet (6) on the outside of the hole (3) of core wall structure (2)；The protection The size of skeleton (5) and the size of hole (3) are adapted, and the upper end of protective framework (5) is articulated on outrigger (4), and with Outrigger (4) is detachably connected；The lower end of protective framework (5) exceeds the lower edge of hole (3), and is connected to below hole (3) On core wall structure (2)；The mesh sheet (6) is completely layered on protective framework (5), and is fixedly connected with protective framework (5).
- 2. hanging guard system under creeping formwork according to claim 1, it is characterised in that: the lower part of the mould bases that climbs (1) is set There is the platform board (7) to construct；The outrigger (4) is detachably connected on platform board (7).
- 3. hanging guard system under creeping formwork according to claim 1, it is characterised in that: the end of the outrigger (4) is provided with The vertical plug (8) for preventing protective framework (5) from sliding；Vertical tune is provided between vertical plug (8) and protective framework (5) It saves bolt (9).
- 4. hanging guard system under creeping formwork according to claim 1, it is characterised in that: the protective framework (5) includes bone Frame body (5.1) and articulated end (5.2)；The skeleton main body (5.1) includes one group of centre keel (5.1.1) and one group of horizontal dragon Bone (5.1.2), and one group of centre keel (5.1.1) and one group of horizontal keel (5.1.2) collectively form rectangular frame structure；The extension Connecing end (5.2) includes horizontal hitch bar (5.2.1) and one group of vertical connection quarter butt (5.2.2)；The hitch bar (5.2.1) is located at the top of skeleton main body (5.1), and is arranged in parallel with skeleton main body (5.1), one group of connection quarter butt (5.2.2) Parallel interval is connected between hitch bar (5.2.1) and skeleton main body (5.1).
- 5. hanging guard system under creeping formwork according to claim 4, it is characterised in that: the mesh sheet (6) includes a networking Blade unit (6.1)；Wherein, every mesh sheet unit (6.1) is correspondingly connected in the grid of skeleton main body (5.1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920071428.3U CN209585605U (en) | 2019-01-16 | 2019-01-16 | Climbing formwork lower hanging protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920071428.3U CN209585605U (en) | 2019-01-16 | 2019-01-16 | Climbing formwork lower hanging protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209585605U true CN209585605U (en) | 2019-11-05 |
Family
ID=68353535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920071428.3U Expired - Fee Related CN209585605U (en) | 2019-01-16 | 2019-01-16 | Climbing formwork lower hanging protection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209585605U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116816128A (en) * | 2023-08-07 | 2023-09-29 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
-
2019
- 2019-01-16 CN CN201920071428.3U patent/CN209585605U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116816128A (en) * | 2023-08-07 | 2023-09-29 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
| CN116816128B (en) * | 2023-08-07 | 2023-12-19 | 北京市建筑工程研究院有限责任公司 | Super high-rise core tube wall opening assembly type protection system for climbing formwork and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191105 Termination date: 20220116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |