CN106592942A - Safe and simple scaffold for small high-rise building or villa building - Google Patents
Safe and simple scaffold for small high-rise building or villa building Download PDFInfo
- Publication number
- CN106592942A CN106592942A CN201611211328.3A CN201611211328A CN106592942A CN 106592942 A CN106592942 A CN 106592942A CN 201611211328 A CN201611211328 A CN 201611211328A CN 106592942 A CN106592942 A CN 106592942A
- Authority
- CN
- China
- Prior art keywords
- scaffold
- steel
- pillar stand
- cross bar
- safe
- 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.)
- Pending
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
-
- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
- E04G7/20—Stiff scaffolding clamps for connecting scaffold members of common shape for ends of members only, e.g. for connecting members in end-to-end relation
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a safe and simple scaffold for a small high-rise building or a villa building. The scaffold comprises upper stand columns, lower stand columns, steel pipes, flanges, bolt holes, vertical rods, transverse rods, plugs, bolts, connecting plates, hoops and steel plates. A steel structure is adopted as a skeleton, a steel wire gauze with the diameter of the steel wires being 1 mm is adopted as a plane, steel hooking claws are welded to the four corners of the steel wire gauze and directly hung on the scaffold, dismounting is convenient, and the scaffold is safe and reliable. The scaffold can be connected with a foot plank and also used for stabilizing a double-pole scaffold. The scaffold can be extended in a left-right combined mode, the section height can be increased upwards, and the scaffold is simple in structure, fast to assemble, convenient to dismount, safe and reliable to use, capable of improving the construction efficiency and lowering the construction cost, and particularly suitable for application to local building villas or small high-rise buildings with abundant land.
Description
Technical field
The present invention relates to the support of article, load-bearing skeleton, more particularly to a kind of little high-rise or villa buildings safe and simple
Scaffold.
Background technology
Exterior wall, inside fitting or floor height are higher on construction site cannot directly construct where, generally set up scaffold, it is main
To work up and down or perimeter security net is safeguarded and high-altitude installation component etc. for workmen.The scaffold for currently using has many
Pattern is planted, but structure is all more complicated, it is very cumbersome when installing, it is no doubt safe and reliable in high-building construction, but
4～7 layers little high-rise or 1～3 layer of villa buildings use in, operating efficiency is relatively low, the drawbacks of have certain.Ask for this
Topic, it is accordingly required in particular to a kind of safe and simple scaffold, to solve the deficiency of prior art assembling.
The content of the invention
For the complex structure of existing scaffold, the problems such as installation requirement is high, the present invention proposes a kind of safe and simple pin hand
Frame, design is simple, and by the connected mode for improving scaffold, the Fast Installation and dismounting for carrying out hoisting scaffold unloads efficiency, to solve
Certainly the defect of prior art assembling, improves repeat usage, reduces cost.
The technical solution used in the present invention is a kind of preparation method of little high-rise or villa buildings safe and simple scaffold, will
Prefabricated steel-tube construction unit is assembled into double-pole scaffold by joint, brace.The end of foot plank by steel hook 13 with it is double
Row's scaffold is attached.
A kind of little high-rise or villa buildings safe and simple scaffold, the scaffold include upper pillar stand 1, lower pillar stand 2, steel pipe 3,
Flange 4, bolt hole 5, vertical rod 6, cross bar 7, plug 8, latch 9, connecting plate 10, pin hoop 11, steel plate 12；Upper pillar stand 1 and lower pillar stand 2
Between the connection of vertical direction is carried out by joint；Joint includes steel pipe 3, flange 4, bolt hole 5, and steel pipe 3 is arranged on joint
Upper and lower ends, flange 4 is arranged on the centre position of joint, and the surface of steel pipe 3 is provided with bolt hole 5；The steel pipe 3 of joint upper and lower ends
Insert in upper pillar stand 1 and lower pillar stand 2 respectively, the end of upper pillar stand 1 and lower pillar stand 2 is contacted with the end face of flange 4.
Upper pillar stand 1, lower pillar stand 2 are carried out radially fixed with steel pipe 3 by bolt hole 5, and then complete scaffold vertical direction
Support column connection.
Vertical rod 6 is connected with cross bar 7 and constitutes horizontal attachment structure, and the sidepiece of vertical rod 6 is welded with plug 8, and plug 8 is along water
Square to jack is provided with, the end of cross bar 7 is provided with vertical pin-and-hole, in the jack in the end insertion plug 8 of cross bar 7, cross bar 7
End and plug 8 cooperation at be provided with connecting plate 10, the hole equivalently-sized with pin-and-hole is provided with connecting plate 10；Latch 9 is along perpendicular
Nogata completes the connection in scaffold horizontal direction into insertion pin-and-hole.
Steel plate 12 is welded between cross bar 7；In the support column connection of scaffold vertical direction and scaffold horizontal direction
Connection composition scaffold unit, adjacent scaffold unit is connected by steel hook 13, and steel hook 13 is arranged on cross bar 7.
The inner side of the support column connection of scaffold vertical direction carries vertical cat ladder, convenient upper and lower.
Described joint is inserted sleeve, for two steel-tube construction units vertically to be connected.
Described brace it is a diameter of less than steel pipe, for longitudinally connected between two units, each two unit is adopted
Four, interior outside is each two, is crossed as " X " shape, plays horizon bar and bridging, is connected using spigot-and-socket joint.
Skeleton is done using steel construction, 1mm crude steel silk screens do face, and four welded corner joint steel hooks are directly hung on scaffold, dismantled
It is convenient, it is safe and reliable, not only can walking but also can surely because of double-pole scaffold.
The scaffold can extend as desired by left and right combination, and up increase section is high, and simple structure, assembling is quick, tears open
Unload conveniently, it is safe and reliable when using, efficiency of construction can be improved, reduce construction cost.
It is particularly well-suited to the more relaxed regional architecture villa in soil or small sized multiple story building application.
Description of the drawings
Fig. 1 .1 are the schematic diagrames that upper pillar stand is connected with lower pillar stand.
Fig. 1 .2 are the vertical jointing schematic diagrames of unit.
Fig. 2 .1 are unit transverse jointing schematic diagrames.
Fig. 2 .2 are the connection diagrams between steel pipe and steel plate.
Fig. 2 .3 are the force analysis figures of steel plate.
Fig. 3 is steel-tube construction cell schematics.
Fig. 4 is steel plate and steel hook schematic diagram.
Fig. 5 is the cell schematics after assembling.
Fig. 6 is schematic diagram after multiple-unit assembling.
In figure：1st, upper pillar stand, 2, lower pillar stand, 3, steel pipe, 4, flange, 5, bolt hole, 6, vertical rod, 7, cross bar, 8, plug, 9,
Latch, 10, connecting plate, 11, pin hoop, 12, steel plate, 13, steel hook；
Specific embodiment
As shown in Fig. 1 .1-6, with the three frame structures without base of the steel-pipe weldings of Φ 42, framework inner side is with perpendicular
To cat ladder, cat ladder adopts the steel pipes of Φ 30.
The assembling of steel framework unit.Joint connection is vertically connected by, during lateral widening, using each 2 Φ in interior outside
30 steel pipes, are crossed as " X " shape, play a part of horizon bar and bridging, are connected using spigot-and-socket joint.
Make skeleton using the steel pipes of Φ 30 or other steel beam columns, 1mm crude steel silk screens are laid on face.Four welded corner joint steel hooks of firm plate
Pawl, is directly hooked on the cross bar of tube frame unit, installs, removes convenient.
Claims (3)
1. a kind of little high-rise or villa buildings safe and simple scaffold, it is characterised in that：The scaffold include upper pillar stand (1), under
Column (2), steel pipe (3), flange (4), bolt hole (5), vertical rod (6), cross bar (7), plug (8), latch (9), connecting plate (10),
Pin hoop (11), steel plate (12)；The connection of vertical direction is carried out between upper pillar stand (1) and lower pillar stand (2) by joint；Joint includes
Steel pipe (3), flange (4), bolt hole (5), steel pipe (3) is arranged on the upper and lower ends of joint, and flange (4) is arranged on the centre of joint
Position, the surface of steel pipe (3) is provided with bolt hole (5)；The steel pipe (3) of joint upper and lower ends inserts respectively upper pillar stand (1) and lower vertical
In post (2), the end of upper pillar stand (1) and lower pillar stand (2) is contacted with the end face of flange (4)；
Upper pillar stand (1), lower pillar stand (2) are carried out radially fixed with steel pipe (3) by bolt hole (5), and then it is vertical to complete scaffold
The support column connection in direction；
Vertical rod (6) is connected with cross bar (7) and constitutes horizontal attachment structure, and the sidepiece of vertical rod (6) is welded with plug (8), plug
(8) jack is provided with the horizontal direction, and the end of cross bar (7) is provided with vertical pin-and-hole, in end insertion plug (8) of cross bar (7)
Jack in, be provided with connecting plate (10) at the end of cross bar (7) and the cooperation of plug (8), connecting plate is provided with and pin-and-hole on (10)
Equivalently-sized hole；Latch (9) is vertically inserted in pin-and-hole, completes the connection in scaffold horizontal direction；
Steel plate (12) is welded between cross bar (7)；In the support column connection of scaffold vertical direction and scaffold horizontal direction
Connection composition scaffold unit, adjacent scaffold unit is connected by steel hook (13), and steel hook (13) is arranged on cross bar (7)
On.
2. one kind according to claim 1 is little high-rise or villa buildings safe and simple scaffold, it is characterised in that：Scaffold
The inner side of the support column connection of vertical direction carries vertical cat ladder, convenient upper and lower.
3. one kind according to claim 1 is little high-rise or villa buildings safe and simple scaffold, it is characterised in that：Described
Joint is inserted sleeve, for two steel-tube construction units vertically to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611211328.3A CN106592942A (en) | 2016-12-24 | 2016-12-24 | Safe and simple scaffold for small high-rise building or villa building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611211328.3A CN106592942A (en) | 2016-12-24 | 2016-12-24 | Safe and simple scaffold for small high-rise building or villa building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592942A true CN106592942A (en) | 2017-04-26 |
Family
ID=58603618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611211328.3A Pending CN106592942A (en) | 2016-12-24 | 2016-12-24 | Safe and simple scaffold for small high-rise building or villa building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592942A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503507A (en) * | 2017-08-30 | 2017-12-22 | 云南工程建设总承包公司 | A kind of connector of steel tube |
| CN117721984A (en) * | 2023-12-19 | 2024-03-19 | 中建八局第二建设有限公司 | Forward and reverse construction methods of vertical main body and secondary structure of circular single-row frame |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2139964Y (en) * | 1992-08-30 | 1993-08-11 | 邹国夫 | Wedge ring buckle piece for steel pipe structure frame |
| CN2222201Y (en) * | 1995-05-25 | 1996-03-13 | 广西第五建筑工程公司金属结构厂 | Joint bar for scaffolding |
| JPH10183982A (en) * | 1997-11-28 | 1998-07-14 | Kajima Corp | Handrail for frame of scaffold |
| CN2303892Y (en) * | 1997-08-20 | 1999-01-13 | 黄正雄 | Scaffold structure |
| CN2737874Y (en) * | 2004-10-29 | 2005-11-02 | 上海德志线缆新材料有限公司 | Cramp disk type scaffold |
| CN201137288Y (en) * | 2007-11-08 | 2008-10-22 | 成都市莱达建材有限责任公司 | Slip bolt type steel pipe scaffold |
| CN201512940U (en) * | 2009-09-27 | 2010-06-23 | 巢湖皖东架业有限公司 | Door type building scaffold |
| KR20110136120A (en) * | 2010-06-14 | 2011-12-21 | 주식회사 인동철강 | Scaffold Scaffolding for Building Construction |
| CN202380713U (en) * | 2011-12-12 | 2012-08-15 | 开平市优赢金属制品有限公司 | Connecting structure of scaffold and scaffold adopting same |
| CN103410304A (en) * | 2013-05-23 | 2013-11-27 | 浙江中交科技有限公司 | Novel scaffold system |
| CN204212383U (en) * | 2014-10-29 | 2015-03-18 | 中建新疆建工集团第一建筑工程有限公司 | Plug-in type steel pipe scaffold |
-
2016
- 2016-12-24 CN CN201611211328.3A patent/CN106592942A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2139964Y (en) * | 1992-08-30 | 1993-08-11 | 邹国夫 | Wedge ring buckle piece for steel pipe structure frame |
| CN2222201Y (en) * | 1995-05-25 | 1996-03-13 | 广西第五建筑工程公司金属结构厂 | Joint bar for scaffolding |
| CN2303892Y (en) * | 1997-08-20 | 1999-01-13 | 黄正雄 | Scaffold structure |
| JPH10183982A (en) * | 1997-11-28 | 1998-07-14 | Kajima Corp | Handrail for frame of scaffold |
| CN2737874Y (en) * | 2004-10-29 | 2005-11-02 | 上海德志线缆新材料有限公司 | Cramp disk type scaffold |
| CN201137288Y (en) * | 2007-11-08 | 2008-10-22 | 成都市莱达建材有限责任公司 | Slip bolt type steel pipe scaffold |
| CN201512940U (en) * | 2009-09-27 | 2010-06-23 | 巢湖皖东架业有限公司 | Door type building scaffold |
| KR20110136120A (en) * | 2010-06-14 | 2011-12-21 | 주식회사 인동철강 | Scaffold Scaffolding for Building Construction |
| CN202380713U (en) * | 2011-12-12 | 2012-08-15 | 开平市优赢金属制品有限公司 | Connecting structure of scaffold and scaffold adopting same |
| CN103410304A (en) * | 2013-05-23 | 2013-11-27 | 浙江中交科技有限公司 | Novel scaffold system |
| CN204212383U (en) * | 2014-10-29 | 2015-03-18 | 中建新疆建工集团第一建筑工程有限公司 | Plug-in type steel pipe scaffold |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503507A (en) * | 2017-08-30 | 2017-12-22 | 云南工程建设总承包公司 | A kind of connector of steel tube |
| CN117721984A (en) * | 2023-12-19 | 2024-03-19 | 中建八局第二建设有限公司 | Forward and reverse construction methods of vertical main body and secondary structure of circular single-row frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170426 |
|
| RJ01 | Rejection of invention patent application after publication |