CN205777445U - A kind of external scaffolding assembled drawknot dot structure - Google Patents
A kind of external scaffolding assembled drawknot dot structure Download PDFInfo
- Publication number
- CN205777445U CN205777445U CN201620498476.7U CN201620498476U CN205777445U CN 205777445 U CN205777445 U CN 205777445U CN 201620498476 U CN201620498476 U CN 201620498476U CN 205777445 U CN205777445 U CN 205777445U
- Authority
- CN
- China
- Prior art keywords
- drawknot
- pipe
- assembled
- dot structure
- external scaffolding
- 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 19
- 239000010959 steel Substances 0.000 claims description 19
- 230000009471 action Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000002699 waste material Substances 0.000 abstract description 5
- 239000011449 brick Substances 0.000 abstract description 4
- 230000007115 recruitment Effects 0.000 abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000002445 nipple Anatomy 0.000 description 1
- 230000008569 process Effects 0.000 description 1
Landscapes
- Ladders (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
This utility model belongs to technical field of building construction, is specifically related to a kind of external scaffolding assembled drawknot dot structure.It ironware including being fixed on skin and horizontal, vertical frame pipe, described crossbearer pipe one end is fixed on described ironware, and described vertical frame pipe is perpendicularly fixed at described crossbearer pipe.This utility model anchors assembled external scaffolding at external wall, it is to avoid tubing (truncate, cut off) waste, assembled drawknot point can have enough to meet the need use;Anchor point is directly anchored at outside outer shear wall or beams of concrete with expansible plug, wall box out of laying bricks after largely avoid, after smear the fragmentary recruitment such as mortar;By the regulation plectrum on assembled drawknot point, can preferably regulate the perpendicularity of outrigger.
Description
Technical field
This utility model belongs to technical field of building construction, is specifically related to a kind of external scaffolding assembled drawknot dot structure.
Background technology
Along with the increase of construction height, for safe construction, building external all can installation foot hand cradle.External scaffolding drawknot point must be to rigidly fix according to specification regulation.Commonly use at present is that frame pipe is cut into 30-40cm short tube, relevant position it is embedded in the lump when pouring same layer concrete, outrigger can only slice off drawing junction nipple when removing, so causing tubing waste, the later stage also building by laying bricks or stones plastering process and causes many extra fragmentary recruitments;Furthermore drawknot point is most important in terms of regulation external scaffolding perpendicularity, and traditional drawknot point cannot play the function of lever regulation.
Utility model content
For not enough present on prior art, this utility model provides a kind of scalable external scaffolding perpendicularity, avoids waste of material, can have enough to meet the need use, avoid later stage the most diligent external scaffolding assembled drawknot dot structure.
To achieve these goals, this utility model is to realize by the following technical solutions:
A kind of external scaffolding assembled drawknot dot structure, it ironware including being fixed on skin and horizontal, vertical frame pipe, described crossbearer pipe one end is fixed on described ironware, and described vertical frame pipe is perpendicularly fixed at described crossbearer pipe.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, its described ironware includes fixed plate, is welded in two pieces of connecting plates be arrangeding in parallel of described fixed plate side, described fixed plate is fixed on skin by expansion bolt, and described connecting plate is bolted one end of described crossbearer pipe.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, its described crossbearer pipe includes two steel pipes, threaded screw mandrel between two described steel pipes, welding regulation shifting block in the middle part of described screw mandrel.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, its the most embedded sleeve coordinated with screw mandrel in described two steel pipe one end, described sleeve outer end is all welded with embedded steel tube head full weld, and one, described sleeve arranges levogyrate inner thread, and another arranges dextrorotation female thread.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, its described two steel pipes all use φ 48x3.6mm, and length is 500mm.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, the length of action between its described screw mandrel and the steel pipe being connected is more than or equal to 100mm.
Above-mentioned a kind of external scaffolding assembled drawknot dot structure, its described vertical frame pipe is fixed on described crossbearer pipe by cross clip.
Beneficial effect:
This utility model anchors assembled external scaffolding at external wall, it is to avoid tubing (truncate, cut off) waste, assembled drawknot point can have enough to meet the need use;Anchor point is directly anchored at outside outer shear wall or beams of concrete with expansible plug, wall box out of laying bricks after largely avoid, after smear the fragmentary recruitment such as mortar;By the regulation plectrum on assembled drawknot point, can preferably regulate the perpendicularity of outrigger.
Accompanying drawing explanation
This utility model is described in detail below in conjunction with the accompanying drawings with detailed description of the invention;
Fig. 1 is decomposition texture schematic diagram of the present utility model.
Detailed description of the invention
For the technological means making this utility model realize, creation characteristic, reach purpose and be easy to understand with effect, below in conjunction with detailed description of the invention, this utility model is expanded on further.
With reference to Fig. 1, ironware that this utility model includes being fixed on skin and horizontal, vertical frame pipe, ironware includes the fixed plate 1 that 8mm steel plate is made, the two pieces of connecting plates be arrangeding in parallel 2 being welded in fixed plate 1 side.Fixed plate 1 is fixed on skin by four expansion bolts 3, and connecting plate 2 fixes one end of 4 crossbearer pipes by bolt 4.Crossbearer pipe includes that two steel pipe 5a, 5b, two steel pipes all use φ 48x3.6mm, and length is 500mm.Two steel pipe 5a, the most embedded sleeve coordinated with screw mandrel 6 in 5b one end, sleeve outer end is all welded with embedded steel tube head full weld, one, sleeve arranges levogyrate inner thread, another arranges dextrorotation female thread, the bush whorl connection wire rod 6 of two steel pipe 5a, 5b, the length of action between screw mandrel 6 and the steel pipe being connected is more than or equal to 100mm.Welding regulation shifting block 7 in the middle part of screw mandrel 6, convenient regulation external scaffolding perpendicularity.Vertical frame pipe 8 is perpendicularly fixed at crossbearer pipe 5 by cross clip 9a, 9b.
Flow of installation of the present utility model:
Erection to corresponding height operation layer → elder generation's fixing iron member accomplish fluently expansion bolt → by drawknot cross bar M16 screw rod be connected with fixing iron member → regulate outside inner side vertical rod perpendicularity fastening cross clip 9a → regulation in time vertical rod perpendicularity and in time fixed cross card 9b → regulation screw mandrel finely tune vertical rod perpendicularity.
This utility model anchors assembled external scaffolding at external wall, it is to avoid tubing (truncate, cut off) waste, assembled drawknot point can have enough to meet the need use;Anchor point is directly anchored at outside outer shear wall or beams of concrete with expansible plug, wall box out of laying bricks after largely avoid, after smear the fragmentary recruitment such as mortar;By the regulation plectrum on assembled drawknot point, can preferably regulate the perpendicularity of outrigger.
Of the present utility model ultimate principle and principal character and of the present utility model advantage have more than been shown and described.Skilled person will appreciate that of the industry; this utility model is not restricted to the described embodiments; described in above-described embodiment and description, principle of the present utility model is simply described; on the premise of without departing from this utility model spirit and scope; this utility model also has various changes and modifications, in the range of these changes and improvements both fall within claimed this utility model.This utility model claims scope and is defined by appending claims and equivalent thereof.
Claims (7)
1. an external scaffolding assembled drawknot dot structure, it is characterised in that the ironware including being fixed on skin and horizontal, vertical frame pipe, described crossbearer pipe one end is fixed on described ironware, and described vertical frame pipe is perpendicularly fixed at described crossbearer pipe.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 1, it is characterized in that, described ironware includes fixed plate, is welded in two pieces of connecting plates be arrangeding in parallel of described fixed plate side, described fixed plate is fixed on skin by expansion bolt, and described connecting plate is bolted one end of described crossbearer pipe.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 1, it is characterised in that described crossbearer pipe includes two steel pipes, threaded screw mandrel between two described steel pipes, welding regulation shifting block in the middle part of described screw mandrel.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 3, it is characterized in that, the most embedded sleeve coordinated with screw mandrel in described two steel pipe one end, described sleeve outer end is all welded with embedded steel tube head full weld, one, described sleeve arranges levogyrate inner thread, and another arranges dextrorotation female thread.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 3, it is characterised in that described two steel pipes all use φ 48x3.6mm, and length is 500mm.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 3, it is characterised in that the length of action between described screw mandrel and the steel pipe being connected is more than or equal to 100mm.
A kind of external scaffolding assembled drawknot dot structure the most according to claim 1, it is characterised in that described vertical frame pipe is fixed on described crossbearer pipe by cross clip.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620498476.7U CN205777445U (en) | 2016-05-26 | 2016-05-26 | A kind of external scaffolding assembled drawknot dot structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620498476.7U CN205777445U (en) | 2016-05-26 | 2016-05-26 | A kind of external scaffolding assembled drawknot dot structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205777445U true CN205777445U (en) | 2016-12-07 |
Family
ID=57407359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620498476.7U Expired - Fee Related CN205777445U (en) | 2016-05-26 | 2016-05-26 | A kind of external scaffolding assembled drawknot dot structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205777445U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107035152A (en) * | 2017-04-19 | 2017-08-11 | 嘉兴市华弘工程设备有限公司 | The safe discharging platform of assembled for construction |
-
2016
- 2016-05-26 CN CN201620498476.7U patent/CN205777445U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107035152A (en) * | 2017-04-19 | 2017-08-11 | 嘉兴市华弘工程设备有限公司 | The safe discharging platform of assembled for construction |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207659980U (en) | A kind of detachable prefabricated assembled concrete-filled steel square tubular column foot node | |
CN204163196U (en) | A kind of embedded concrete-filled steel square tubular column in T-steel top flange and steel beam connecting joint | |
CN203546912U (en) | Penetrating rib type node of channel steel connected rectangular concrete filled steel tubular column and steel girder | |
CN204781970U (en) | Template fixing device with adjustable | |
CN205777445U (en) | A kind of external scaffolding assembled drawknot dot structure | |
CN205444456U (en) | Precast concrete lotus root roof beam rebar positioning board | |
CN202596030U (en) | Modified thin-walled concrete-filled square steel tubular column | |
CN204609300U (en) | A kind of fixed sleeving for construction drainage pipeline preformed hole hole | |
CN203462587U (en) | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam | |
CN203878779U (en) | Rectangular concrete-filled steel tube column and I-steel beam rebar penetrating type joint | |
CN209556239U (en) | A semi-connected grouting sleeve with adjustable length | |
CN207314850U (en) | A kind of split bolt continued access combination unit | |
CN103541498A (en) | Steel rib-steel tube fiber concrete combined column | |
CN204174820U (en) | The building block of a kind of constructional column template | |
CN203939240U (en) | A kind of for post or the fixing single-ended mantle fiber split bolt of shear wall formwork | |
CN210918249U (en) | Template split bolt sleeve | |
CN204326498U (en) | Screw outrigger oblique pull wire rope fixing device | |
CN202144630U (en) | Tie bar structure for building with masonry structure | |
CN207436500U (en) | A kind of three sections of split bolt continued accesses combination unit | |
CN201981787U (en) | Template limit rod used in construction of concrete wall body | |
CN216516892U (en) | Adjustable instrument formula roof beam side reinforcing apparatus | |
CN206737424U (en) | The readily removable split bolt of building template | |
CN104164934A (en) | Simple NZ built-in pipe die anti-floating draw hook device and construction method thereof | |
CN104863356A (en) | Tool used for reinforcing beam side formwork | |
CN205637590U (en) | Template fixed knot of wrong platform constructs between anti -shear power wall floor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20170526 |
|
CF01 | Termination of patent right due to non-payment of annual fee |