CN2692260Y - Column hoop type lifting scaffold for high-rise building - Google Patents
Column hoop type lifting scaffold for high-rise building Download PDFInfo
- Publication number
- CN2692260Y CN2692260Y CN 200420026604 CN200420026604U CN2692260Y CN 2692260 Y CN2692260 Y CN 2692260Y CN 200420026604 CN200420026604 CN 200420026604 CN 200420026604 U CN200420026604 U CN 200420026604U CN 2692260 Y CN2692260 Y CN 2692260Y
- Authority
- CN
- China
- Prior art keywords
- side direction
- node
- saddle
- stock
- frame
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000000725 suspension Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000003321 amplification Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Abstract
The utility model discloses constitute the guide frame by side direction guide frame (1) and guide frame transverse link rod (2) etc. and constitute the cover frame by side direction cover frame (3) and cover frame transverse link rod (4) etc. and can slide relatively between cover frame and the guide frame. The guide frame node (10) of the guide frame and the sleeve frame node (11) of the sleeve frame are respectively and fixedly connected with a column hoop type attached column fitting (12) fixed on a column of a high-rise building, and the scaffold is suitable for construction of a vertical discontinuous frame part and a building facade arranged with a vertical column part and can be lifted as required. The tower crane has the advantages of saving material and working days, occupying no tower crane, reducing the labor intensity of the shelf worker, being safe and reliable to use and being simple and convenient to operate.
Description
The utility model relates to the suspended scaffold by the building supporting that the building operations personnel use, and specifically is meant a kind of highrise building tieform lifting false work.
At present, the general external scaffolding of using in the high-building construction, mainly contain console mode fastener steel tube frame, segmentation encorbelment steel pipe frame, door frame, hanger-hanging basket system etc., although it is various informative, the material consumption amount is big, holding time long, consume the worker, scaffolder's high-altitude application environment is abominable but all exist to some extent, problems such as contingency accident easily take place, and make the outrigger engineering become headachy one difficulty in the high-building construction.A kind of wall-attached (shear wall) liftable out-mould scaffold pin of lifting had appearred carrying out according to the principle of climbing of creeping formwork in recent years in China's some areas high-building construction, it is compared with traditional console mode scaffold, save the frame material more than 90%, save work day more than 50%, neither take tower crane, reduced scaffolder's labour intensity again, improved operating environment, safe and reliable, solved the shelf pass difficult problem that the highrise building shear wall is partly constructed breakthroughly.But, in highrise building, account for the frame part and the balcony part of significant proportion, promptly be vertically to be discontinuous plate and girder construction part, in construction, still adopt traditional external scaffolding, spacious sick a lot of.
The purpose of this utility model is on the basis of existing wall-attached (shear wall) liftable external scaffolding, provides a kind of hoop of constructing for frame part to be coupled to highrise building tieform lifting false work on the pillar.
Solution of the present utility model is, still as existing wall-attached (shear wall) liftable external scaffolding, have two upright side direction saddles, have between two side direction saddles two ends respectively with two side direction saddles be connected mutually on, following two groups of saddle transverse braces, the top of one group of saddle transverse brace below, have two upright side direction stocks, the upright loop bar of these two side direction stocks sliding sleeve respectively is combined in outside the upright guide rod of two side direction saddles, have between two side direction stocks two ends respectively with two side direction stocks be connected mutually on, following two groups of stock transverse braces, on two side direction saddles and two side direction stocks, be fixed with respectively and be used for the shelf lifting, following two saddle suspension ring and last, following two stock suspension ring have the front rail handrail that is connected mutually with it respectively in the outside of lateral guide top of the trellis and bottom.Feature part of the present utility model is, both sides also have respectively the upright auxiliary rod that is connected mutually with the side direction saddle, has the transverse brace that two ends are connected mutually with auxiliary rod respectively between the auxiliary rod, on two side direction saddle bottoms all have, following two saddle nodes, on all having on two side direction stocks, following two stock nodes, all have pin hole on saddle node and the stock node, each saddle node and stock node all are connected with a tieform attached column accessory, each tieform attached column accessory by the shaped steel spare of two segment distances of being separated by and pass respectively two on the shaped steel spare bolt hole and two stay bolt nut assemblies that shaped steel spare is fixed together constitute, by what be fixed with a pair of pin hole on the shaped steel spare of shelf node one side
Shape connection part, saddle node or stock node inject
In the shape connection part, and a connection latch passes
The pin hole of shape connection part and the pin hole of saddle node or stock node link together saddle node or stock node and tieform attached column accessory, and an end of connection latch is fixed with cottor pin.
The utility model with said structure is when concrete the use, should hang in the high-rise building side that frame part and pillar are arranged by tieform attached column accessory, its specifically the method for hanging be, earlier several tieform attached column accessories are fixed on the pillar of having constructed, promptly be that the tie hoop that will be formed by two shaped steel spares and two stay bolt nut assemblies is on pillar, and tighten two stay bolt nut assemblies, make firmly banding of attached column accessory, then saddle node and stock contact are inserted corresponding tieform attached column accessory
Shape joins in the part, inserts to connect latch and fix cottor pin, by above-mentioned connection, just can make whole scaffold be fixed on side of buildings firmly.Like this, shelf just can use for construction.When needs with stock (comprising side direction stock and stock transverse brace etc.) when upwards promoting, earlier jack is tensioned between uppermost saddle suspension ring and the stock suspension ring, then stock is spurred slightly, remove the connection latch that all stock nodes are connected, the pulling jack, just stock upwards can be promoted, after rising to required height, its node is retightened on the attached column accessory of present position, remove jack, just finish the once lifting of stock, thereby can be used for the construction of desired area.When need with saddle (comprising side direction saddle and saddle transverse brace etc.) when upwards promoting, earlier jack is tensioned between nethermost saddle suspension ring and the stock suspension ring, remove the connection latch that all saddle nodes are connected then, the pulling jack, just saddle upwards can be promoted, after rising to required height, its node be retightened on the attached column accessory of present position, remove jack, just finished the lifting of a saddle.Repeat said process successively, just this scaffold constantly can be raise, the decline process is just in time opposite with uphill process.
The utility model has all advantages except that possessing aforementioned sliding sleeve wall-attached (shear wall) liftable external scaffolding, also has following advantage: 1. the scope of application of crane is partly constructed from single highrise building shear wall and develop into the construction that frame part and building facade are furnished with the vertical posts subdivision, widened the scope that crane is used greatly.It and attached board-like, attaching beam formula, wall-attached crane are united use, and its range of application almost can topped whole high-building construction field; 2. tieform attached column accessory structure is light and handy, reasonable in design, and it is connected and simple and direct, the rapid convenience of dismantling operation with the shelf node, and is safe and reliable; 3. shelf is multiple functional, can satisfy the various different requirements of frame part construction; 4. all members can be gathered materials on the spot, and process easily and promote the use.
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is contained in side direction schematic diagram on the highrise building for a kind of concrete structure of the present utility model;
Fig. 2 is the shelf node among Fig. 1 and the amplification assumption diagram of attached column accessory connection.
Reference numeral among the above-mentioned figure is: 1, side direction saddle; 2, saddle transverse brace; 3, side direction stock; 4, stock transverse brace; 5, saddle suspension ring; 6, stock suspension ring; 7, front rail handrail; 8, auxiliary rod, 9, transverse brace; 10, saddle node; 11, stock node; 12, tie form attached column accessory; 13, shaped steel spare; 14, stay bolt nut assembly; 15,
Shape connection part; 16, connect latch; 17, cottor pin; 18, building pillar; 19, building beam; 20, enclosure wall.
Referring to Fig. 1, between saddle transverse brace (2) and the side direction saddle (1), and between stock transverse brace (4) and the side direction stock (3), all connect with fastener.When installing tieform attached column accessory (12), because building pillar (18) both sides have enclosure wall (20) to exist, so the long bolt of stay bolt nut assembly (14) should pass the perforate on the enclosure wall (20) and link to each other with shaped steel spare (13).In Fig. 2, by what connected on the shaped steel spare (13) of scaffold one side
Shape connection part (15) is two, can take into account the connection of the shelf node of two scaffolds in pillar both sides simultaneously.
Shape joins part (15) and can take welding being connected of shaped steel spare (13).
Claims (2)
1, a kind of highrise building tieform lifting false work, have two upright side direction saddles (1), have between two side direction saddles (1) two ends respectively with two side direction saddles (1) be connected mutually on, following two groups of saddle transverse braces (2), the top of one group of saddle transverse brace (2) below, have two upright side direction stocks (3), the upright loop bar of these two side direction stocks (3) sliding sleeve respectively is combined in outside the upright guide rod of two side direction saddles (1), have between two side direction stocks (3) two ends respectively with two side direction stocks (3) be connected mutually on, following two groups of stock transverse braces (4), on two side direction saddles (1) and two side direction stocks (3), be fixed with respectively, following two saddle suspension ring (5) and last, following two stock suspension ring (6), have the front rail handrail (7) that is connected mutually with it respectively in the outside of side direction saddle (1) top and bottom, it is characterized in that:
A) both sides have respectively the upright auxiliary rod (8) that is connected mutually with side direction saddle (1), have the transverse brace (9) that two ends are connected mutually with auxiliary rod (8) respectively between the auxiliary rod (8).
B) all have upper and lower two saddle nodes (10) in two side direction saddles (1) bottom, on two side direction stocks (3), all have upper and lower two stock nodes (11), all have pin hole on saddle node (10) and the stock node (11).
C) each saddle node (10) and stock node (11) all are connected with a tieform attached column accessory (12), each tieform attached column accessory (12) is by the shaped steel spare (13) of two segment distances of being separated by and pass the bolt hole on two shaped steel spares (13) respectively and female form (14) of two stay bolts that shaped steel spare (13) is fixed together are constituted, by being fixed with Contraband shape connection part (15) on the shaped steel spare (13) of shelf node one side with a pair of pin hole, saddle node (10) or stock node (11) inject in the connection part (15), and connect latch (16) with one and pass the pin hole frame node (10) of shape connection part (15) or the pin hole of stock node (11), saddle node (10) or stock node (11) are linked together with tieform attached column accessory (12), and an end that connects latch (16) is fixed with cottor pin (17).
2, scaffold as claimed in claim 1 is characterized in that Contraband shape connection part (15) is two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420026604 CN2692260Y (en) | 2004-04-26 | 2004-04-26 | Column hoop type lifting scaffold for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420026604 CN2692260Y (en) | 2004-04-26 | 2004-04-26 | Column hoop type lifting scaffold for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2692260Y true CN2692260Y (en) | 2005-04-13 |
Family
ID=34771319
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420026604 Expired - Fee Related CN2692260Y (en) | 2004-04-26 | 2004-04-26 | Column hoop type lifting scaffold for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2692260Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691659A (en) * | 2020-06-24 | 2020-09-22 | 集美大学 | Vertical main frame of attached lifting scaffold and inner and outer upright rod assemblies thereof |
-
2004
- 2004-04-26 CN CN 200420026604 patent/CN2692260Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691659A (en) * | 2020-06-24 | 2020-09-22 | 集美大学 | Vertical main frame of attached lifting scaffold and inner and outer upright rod assemblies thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |