CN206591802U - Skyscraper climbing type outrigger - Google Patents
Skyscraper climbing type outrigger Download PDFInfo
- Publication number
- CN206591802U CN206591802U CN201720338977.3U CN201720338977U CN206591802U CN 206591802 U CN206591802 U CN 206591802U CN 201720338977 U CN201720338977 U CN 201720338977U CN 206591802 U CN206591802 U CN 206591802U
- Authority
- CN
- China
- Prior art keywords
- skyscraper
- balladeur train
- housing
- guide rail
- support body
- Prior art date
- 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
Links
- 230000009194 climbing Effects 0.000 title claims abstract description 16
- 238000004873 anchoring Methods 0.000 claims description 14
- 239000003351 stiffener Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 15
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000000630 rising effect Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 240000009087 Crescentia cujete Species 0.000 description 1
- 235000005983 Crescentia cujete Nutrition 0.000 description 1
- 235000009797 Lagenaria vulgaris Nutrition 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of skyscraper climbing type outrigger, including support body, balladeur train, guide rail and lifting appliance;The guide rail is fixed on skyscraper;The balladeur train is slidably connected on the guide rail;The support body is fixed on the balladeur train;The lifting appliance is used to sling the balladeur train and the support body thereon, and drives the balladeur train to be slided on the guide rail.The utility model is when in use, overall height is not needed to set up, it is not required that translation frame body, after the construction for often completing one section of floor, lifting appliance can be directly initiated, in the presence of lifting appliance, balladeur train is along guide rail upward sliding, and such support body also just and then rises, until the upper end of support body reaches floor yet to be built, the scope of operation and security protection can be provided for construction, only guide rail need to be installed with the construction of floor, you can make support body be climbed upwards with floor.
Description
Technical field
The utility model is related to the realm of building construction, relates in particular to a kind of skyscraper climbing type outrigger.
Background technology
It is anti-for scope of operation demand and safety, it is necessary to set up exterior wall scaffold in advance during skyscraper main structure construction
Shield.Conventional type exterior wall scaffold has two kinds of forms:One kind is console mode exterior wall scaffold, and one kind is overhanging type exterior wall scaffold.
Console mode exterior wall scaffold is applied to 18 layers and following building, because it is set up with building overall height, therefore consumes
More steel tube fastener, and it is larger to conduct oneself with dignity, in strong wind, sleet bad weather, such as support body foundation is unstable, easily produces to collapse and waits safe
Accident;Overhanging type exterior wall scaffold is relatively used for more than 18 layers buildings, and general every six layers are encorbelmented from building structure layer is internal
I-steel, I-steel encorbelment end set up scaffold upwards, its advantage be take steel tube fastener it is less, but needs it is every six layers to
On turn over a support body, building main body construction after the completion of, the measure cost of consumption is higher, and is unfavorable for operating personnel's safety.
Utility model content
Technical problem to be solved in the utility model is to provide one kind and does not need overall height to set up, it is not required that translation frame body
Skyscraper climbing type outrigger.
In order to solve the above-mentioned technical problem, the utility model is adopted the following technical scheme that:Skyscraper climbing type outrigger, bag
Include support body, balladeur train, guide rail and lifting appliance;The guide rail is fixed on skyscraper;The balladeur train is slidably connected at described
On guide rail;The support body is fixed on the balladeur train;The lifting appliance is used to sling the balladeur train and the support body thereon,
And drive the balladeur train to be slided on the guide rail.
Further, the balladeur train is made up of three support bars and multiple T-shaped connecting rods, three support bar phases
Three ends that are mutually parallel and being separately fixed at each connecting rod.
Further, the guide rail is made up of multiple anchoring pieces with guide groove, and multiple anchoring pieces are built along high level
The short transverse interval built is fixed on skyscraper.
Further, the anchoring piece includes the housing and two L-shaped limiting plates of front openings, the limiting plate
One end be connected in the housing, the part for exposing the housing of two limiting plates forms the guide groove of convex shape, institute
State and more than two first through hole are provided with rear side of housing, the housing is fixed on skyscraper so that bolt is passed through.
Further, the second through hole is had at the position of the corresponding limiting plate in the both sides up and down of the housing, with
It is connected for the limiting plate with the housing bearing pin.
Further, the housing is in be provided with stiffener plate in cuboid, the housing in the middle part of length direction.
Further, the fuselage of the lifting appliance is fixed on the support body, the hoist rope of the lifting appliance with
Skyscraper is connected.
Further, the lifting appliance is electric block.
The beneficial effects of the utility model are:
The utility model is when in use, it is not necessary to which overall height is set up, it is not required that translation frame body, often completes the construction of one section of floor
Afterwards, lifting appliance can be directly initiated, in the presence of lifting appliance, balladeur train along guide rail upward sliding, such support body also just with
Rising, only need to be with floor until the upper end of support body reaches floor yet to be built, you can provide the scope of operation and security protection for construction
Construction install guide rail, you can make support body be climbed upwards with floor;It is easy to use and the utility model is simple in construction, consumption
Measure cost is low, safe and reliable.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the utility model one.
Fig. 2 is the structural representation of housing in the embodiment of the utility model one.
Fig. 3 is A-A to sectional view.
Fig. 4 is B-B direction sectional view.
Fig. 5 is the cooperation schematic diagram of anchoring piece and balladeur train in the embodiment of the utility model one.
Fig. 6 is the structural representation of balladeur train.
In accompanying drawing the mark of each part for:1 support body, 2 balladeur trains, 21 support bars, 22 connecting rods, 3 lifting appliances, 4 anchoring pieces, 41
Housing, 411 first through hole, 412 second through holes, 42 limiting plates, 5 bolts.
Embodiment
Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.It should be noted that not conflicting
In the case of, the feature in embodiment and embodiment in the application can be mutually combined.
Referring to Fig. 1.
Skyscraper climbing type outrigger of the present utility model, including support body 1, balladeur train 2, guide rail and lifting appliance 3;It is described
Guide rail is fixed on skyscraper;The balladeur train 2 is slidably connected on the guide rail;The support body 1 is fixed on the balladeur train 2
On;The lifting appliance 3 is used to sling the balladeur train 2 and the support body 1 thereon, and drives the balladeur train 2 in the guide rail
It is upper to slide.
The utility model is when in use, it is not necessary to which overall height is set up, it is not required that translation frame body, often completes the construction of one section of floor
Afterwards, lifting appliance can be directly initiated, in the presence of lifting appliance, balladeur train along guide rail upward sliding, such support body also just with
Rising, only need to be with floor until the upper end of support body reaches floor yet to be built, you can provide the scope of operation and security protection for construction
Construction install guide rail, you can make support body be climbed upwards with floor.
Referring to Fig. 1 and Fig. 5, in one embodiment, the guide rail is made up of multiple anchoring pieces 4 with guide groove, Duo Gesuo
Short transverse interval of the anchoring piece 4 along skyscraper is stated to be fixed on skyscraper.So design, it is not necessary to use a whole piece
Guide rail, it is not only easy for installation, and equally can provide reliable and stable be slidably matched.
Referring to Fig. 1 to Fig. 5, in one embodiment, it is in L that the anchoring piece 4, which includes the housing 41 of front openings and two,
The limiting plate 42 of shape, one end of the limiting plate 42 is connected in the housing 41, and exposing for two limiting plates 42 is described
The part of housing 41 forms the guide groove of convex shape, and the rear side of the housing 41 is provided with more than two first through hole 411, for spiral shell
Bolt 5 passes through and the housing 41 is fixed on skyscraper.So design, it is simple in construction, and climbing with balladeur train, can be with
The anchoring piece of downside is disassembled and is reinstalled in upside, so as to save cost;In addition, this structure shape for forming guide groove
Formula, facilitates balladeur train to insert, it is not necessary to limits balladeur train and passes from below through, and can also enclose to be located at balladeur train and lead when installing limiting plate
In groove.
In one embodiment, the balladeur train 2 is made up of three support bars 21 and multiple T-shaped connecting rods 22, three institutes
State three ends that support bar 21 is parallel to each other and is separately fixed at each connecting rod 22.So not only structural strength is high for design,
Moreover, be just correspondingly formed with the guide groove of convex shape it is reliable spacing, as shown in Figure 5.
Referring to Fig. 2 to Fig. 4, in one embodiment, the position of the corresponding limiting plate 42 in both sides up and down of the housing 41
Place has the second through hole 412, so that the limiting plate 42 is connected with the bearing pin of housing 41;In one embodiment, it is described
Housing 41 is in cuboid, easily shaping, convenient to install, and is provided with stiffener plate 413 in the housing 41 in the middle part of length direction,
Play a part of reinforcement structure.
In one embodiment, the fuselage of the lifting appliance 3 is fixed on the support body 1, the lifting of the lifting appliance 3
Rope is connected with skyscraper.So design, the fuselage of lifting appliance 3 need not repeat to install or adjustment position, it is only necessary to more
The link position of hoist rope and skyscraper is changed, convenient operation, practicality is good.The utility model is made from electric block
For lifting appliance 3, operability is more preferably.
In specific implementation, support body 1 can set up four and half story heights, balladeur train 2 also respective design into four and half story heights,
Support bar 21 is made of circular steel column, and first three layers of built floor install multiple anchoring pieces 4 with guide groove down below, and formation is led
Rail, then balladeur train 2 and guide rail are connected, it is ensured that balladeur train 2 is freely up and down slided in guide rail, and support body is set up afterwards, by electronic calabash
The fuselage of reed is fixed on support body, and hoist rope is connected to top floor, and support body 1 is set up by steel tube fastener to be formed, the top of support body 1
Encorbelment a structure floor height along with 1.2m goes along with sb. to guard him safely height, support body 1 is connected firmly, it is necessary to climb with balladeur train 2 using fastener
When rising, start electric block, the chain of electric block is tightened up, chain drives support body 1 upward using major structure of construction as stress point
Climb, now, balladeur train 2 is limited by the limiting plate 42 of L-shaped, can only upwards be climbed without outwards toppling, can once be climbed
One story height, climbs after finishing, and can set up block on the top of limiting plate 42, prevent support body 1 from falling, for convenience anchoring piece
4 and hoist rope be connected, in construction, architectural set built-in fitting.
It should be understood that example as described herein and embodiment are not limited to the utility model only for explanation, this
Art personnel can make various modifications or change according to it, all within spirit of the present utility model and principle, be made
Any modification, equivalent substitution and improvements etc., should be included within protection domain of the present utility model.
Claims (8)
1. skyscraper climbing type outrigger, it is characterised in that:Including support body (1), balladeur train (2), guide rail and lifting appliance (3);
The guide rail is fixed on skyscraper;The balladeur train (2) is slidably connected on the guide rail;The support body (1) is fixed on institute
State on balladeur train (2);The lifting appliance (3) is used to sling the balladeur train (2) and the support body (1) thereon, and drives described
Balladeur train (2) is slided on the guide rail.
2. skyscraper climbing type outrigger as claimed in claim 1, it is characterised in that:The balladeur train (2) is by three support bars
(21) and multiple T-shaped connecting rod (22) compositions, three support bars (21) are parallel to each other and are separately fixed at each described
Three ends of connecting rod (22).
3. skyscraper climbing type outrigger as claimed in claim 1 or 2, it is characterised in that:The guide rail by it is multiple have lead
Anchoring piece (4) composition of groove, short transverse interval of multiple anchoring pieces (4) along skyscraper is fixed on skyscraper
On.
4. skyscraper climbing type outrigger as claimed in claim 3, it is characterised in that:The anchoring piece (4) is opened including front side
The housing (41) and two L-shaped limiting plates (42) of mouth, one end of the limiting plate (42) is connected to the housing (41)
Interior, the part for exposing the housing (41) of two limiting plates (42) forms the guide groove of convex shape, the housing (41)
Rear side is provided with more than two first through hole (411), and the housing (41) is fixed on skyscraper so that bolt is passed through.
5. skyscraper climbing type outrigger as claimed in claim 4, it is characterised in that:The both sides phase up and down of the housing (41)
The second through hole (412) is had at the position for answering the limiting plate (42), for the limiting plate (42) and the housing
(41) bearing pin is connected.
6. skyscraper climbing type outrigger as claimed in claim 4, it is characterised in that:The housing (41) is in cuboid,
Stiffener plate (413) is provided with the housing (41) in the middle part of length direction.
7. skyscraper climbing type outrigger as claimed in claim 1 or 2, it is characterised in that:The fuselage of the lifting appliance (3)
It is fixed on the support body (1), the hoist rope of the lifting appliance (3) is connected with skyscraper.
8. skyscraper climbing type outrigger as claimed in claim 1 or 2, it is characterised in that:The lifting appliance (3) is electronic
Cucurbit.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720338977.3U CN206591802U (en) | 2017-03-31 | 2017-03-31 | Skyscraper climbing type outrigger |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720338977.3U CN206591802U (en) | 2017-03-31 | 2017-03-31 | Skyscraper climbing type outrigger |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206591802U true CN206591802U (en) | 2017-10-27 |
Family
ID=60121989
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720338977.3U Expired - Fee Related CN206591802U (en) | 2017-03-31 | 2017-03-31 | Skyscraper climbing type outrigger |
Country Status (1)
Country | Link |
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CN (1) | CN206591802U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512875A (en) * | 2019-08-19 | 2019-11-29 | 北京市机械施工有限公司 | A kind of method for improving of large-span truss structure |
-
2017
- 2017-03-31 CN CN201720338977.3U patent/CN206591802U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512875A (en) * | 2019-08-19 | 2019-11-29 | 北京市机械施工有限公司 | A kind of method for improving of large-span truss structure |
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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: 20171027 |
|
CF01 | Termination of patent right due to non-payment of annual fee |