CN102493633A - Efficient scaffold - Google Patents
Efficient scaffold Download PDFInfo
- Publication number
- CN102493633A CN102493633A CN201110381252XA CN201110381252A CN102493633A CN 102493633 A CN102493633 A CN 102493633A CN 201110381252X A CN201110381252X A CN 201110381252XA CN 201110381252 A CN201110381252 A CN 201110381252A CN 102493633 A CN102493633 A CN 102493633A
- Authority
- CN
- China
- Prior art keywords
- column
- connector
- horizontal brace
- efficient
- brace rod
- 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
Links
Images
Abstract
The invention discloses an efficient scaffold, which is characterized in that stand columns are put onto a spiral top; according to the requirement, the height of the spiral top is regulated; the connecting pins of horizontal connecting rods are drilled into pin holes corresponding to connectors on the stand columns; a level bar is arranged on each horizontal connecting rod; and the spiral top is regulated to cause the horizontal connecting rods to be horizontal. Frame plate brackets, frame plates and the horizontal connecting rods of different layer heights are installed on a proper node and are buckled on the frame plates to prevent from tripping. In order to prevent personnel from sliding on the uppermost-layer layer eaves, the horizontal connecting rods need to be dense. A reinforced diagonal draw bar of which the dip angle is 45 degrees, a diagonal brace and a wall draw bar are installed according to requirements. The efficient scaffold is safe and efficient and has a simple and attractive structure, and the construction safety problem is greatly solved.
Description
Technical field
The present invention relates to a kind of scaffold, belong to technical field of buildings, specifically be meant a kind of efficient scaffold.
Technical background
At present; The safety work of building trade is the problem of the sternness of pendulum in face of people always; Yet the potential safety hazard that the existence in construction is a large amount of, a happen occasionally safety, efficient, environmental protection scaffold attractive in appearance of injures and deaths incident is needed in the industry in the construction.
Summary of the invention
The objective of the invention is to: a kind of efficient scaffold is provided, overcomes the technological deficiency that there is potential safety hazard in existing scaffold.
The present invention realizes that the technical scheme that above-mentioned purpose adopts is: this efficient scaffold comprises column, connector, horizontal brace rod, frame plate support, spiral top, strengthens diagonal member, bending part, and this invention is provided with column, connector, horizontal brace rod, frame plate support, the reinforcement diagonal member of high slight steel pipe material, and this is invented described column and puts on the spiral top; Said column caliber 48 ㎜; Thickness of pipe wall 2 ㎜ highly are 3800 ㎜, 2375 ㎜; 1900 ㎜; Specifications such as 950 ㎜ are fixed with a connector on the said column, said connector is that diameter 44 ㎜ steel pipes are processed into 250 ㎜; Said connector one end is polished into arc; The other end is in that 200 ㎜ places open the circular hole of diameter 10 ㎜ apart from the termination, and connector penetrates in the column 50 ㎜, circular hole place and column in column 30 ㎜ places apart from the termination and welds mutually and form integral body, pass through between the said column pin rod in the circular hole place mutual vertical fixing.
Said horizontal brace rod end is provided with square hole, is external diameter 42 ㎜, and the high tensile steel tube of wall thickness 2 ㎜ is processed, and horizontal brace rod is welded by connector and steel pipe; In the square hole of horizontal brace rod, cross a bending part, said bending part one end circle centre position is welded with the circular protrusions of 5 millimeters of diameters, and it is free movable and can not deviate from the square hole above it to make in its square hole below horizontal brace rod.
Said frame plate support adopts diameter 28 ㎜ steel pipe materials, comprises brace and vertical rod, and brace is welded with diameter 48 ㎜ bottom, and the epirelief circular arc steel plate of thick 2 ㎜ leans on firm in order to the frame plate support with column mutually.
Said reinforcement diagonal member and column hold 45 degree angles and fix.
During use, column is put on the spiral top, the adjustable screw heights of roofs is squeezed into the connecting pin of horizontal brace rod in the pin-and-hole of the connector correspondence on the column as requested, and spirit level places on the horizontal brace rod, and the adjustable screw top makes the horizontal brace rod level.In appropriate nodes frame plate support, frame plate and the horizon bar of different floor heights are installed, and are buckled anti-dropout the on the frame plate.And topmost layer eaves is in order to prevent personnel's landing, and horizontal brace rod will be encrypted.According to on-the-spot needs mounted angle is reinforcement diagonal member, diagonal brace and the wall pull bar of 45 degree.
Beneficial effect: safety of the present invention, efficient, simple and beautiful structure have solved the construction safety problem greatly.
Description of drawings
Accompanying drawing 1 is to be the pillar construction sketch map.
Accompanying drawing 2 is the connector construction sketch map.
Accompanying drawing 3 is the structural representation of horizontal brace rod.
Accompanying drawing 4 is the structural representation of frame plate support.
Accompanying drawing 5 is the principle schematic of bending part.
Accompanying drawing 6 is structural principle sketch mapes of the present invention.
Shown in the figure: diagonal member, 7 bending parts are strengthened in 1 column, 2 connectors, 3 horizontal brace rods, 4 frame plate supports, 5 spirals top, 6.
The specific embodiment
Among the figure, this efficient scaffold comprises column 1, connector 2, horizontal brace rod 3, frame plate support 4, spiral top 5, strengthens diagonal member 6, bending part 7, and this invention is provided with column 1, connector 2, horizontal brace rod 3, frame plate support 4, the reinforcement diagonal member 6 of high slight steel pipe material; This is invented described column and puts on the spiral top 5, said column 1 caliber 48 ㎜, thickness of pipe wall 2 ㎜; Highly be 3800 ㎜; 2375 ㎜, 1900 ㎜, specifications such as 950 ㎜; Be fixed with a connector 2 on the said column 1; Said connector 2 is processed into 250 ㎜ for diameter 44 ㎜ steel pipes, and said connector 2 one ends are polished into arc, and the other end is in that 200 ㎜ places open the circular hole of diameter 10 ㎜ apart from the termination; Connector 2 penetrates that 50 ㎜, circular hole place and column 1 in column 1 30 ㎜ places apart from the termination welds formation integral body mutually in the column 1, pass through between the said column 1 pin rod in the circular hole place mutual vertical fixing.
Said horizontal brace rod 3 ends are provided with square hole, are external diameter 42 ㎜, and the high tensile steel tube of wall thickness 2 ㎜ is processed, and horizontal brace rod 3 is welded by connector 2 and steel pipe; In the square hole of horizontal brace rod 3, cross a bending part 7, said bending part 7 one end circle centre positions are welded with the circular protrusions of 5 millimeters of diameters, and it is free movable and can not deviate from the square hole above it to make in its square hole below horizontal brace rod 3.
Said frame plate support 4 adopts diameter 28 ㎜ steel pipe materials, comprises brace and vertical rod, and brace is welded with diameter 48 ㎜ bottom, and the epirelief circular arc steel plate of thick 2 ㎜ leans on firm in order to the frame plate support with column 1 mutually.
Said reinforcement diagonal member 6 holds 45 degree angles with column 1 and fixes.
During use, column 1 is put on the spiral top 5, as requested adjustable screw top 5 height; The connecting pin of horizontal brace rod 3 is squeezed in the pin-and-hole of connector 2 correspondences on the column 1; Spirit level places on the horizontal brace rod 3, and adjustable screw top 5 makes horizontal brace rod 3 levels.In appropriate nodes frame plate support 4, frame plate and the horizontal brace rod 3 of different floor heights are installed, and are buckled anti-dropout the on the frame plate.And topmost layer eaves is in order to prevent personnel's landing, and horizontal brace rod will be encrypted.According to on-the-spot needs mounted angle is reinforcement diagonal member 6, diagonal brace and the wall pull bar of 45 degree.
Claims (4)
1. efficient scaffold; This efficient scaffold comprises column (1), connector (2), horizontal brace rod (3), frame plate support (4), spiral top (5), strengthens diagonal member (6), bending part (7), it is characterized in that: this invention is provided with column (1), connector (2), horizontal brace rod (3), frame plate support (4), the reinforcement diagonal member (6) of high slight steel pipe material, and this is invented described column and puts on the spiral top (5); Said column (1) caliber 48 ㎜; Thickness of pipe wall 2 ㎜ highly are 3800 ㎜, 2375 ㎜; 1900 ㎜; 950 ㎜ specifications are fixed with a connector (2) on the said column (1), said connector (2) is processed into 250 ㎜ for diameter 44 ㎜ steel pipes; Said connector (2) one ends are polished into arc; The other end is in that 200 ㎜ places open the circular hole of diameter 10 ㎜ apart from the termination, and connector (2) penetrates that 50 ㎜, circular hole place and column (1) in column (1) 30 ㎜ places apart from the termination welds formation integral body mutually in the column (1), pass through between the said column (1) pin rod in the circular hole place mutual vertical fixing.
2. efficient scaffold according to claim 1 is characterized in that: said horizontal brace rod (3) end is provided with square hole, is external diameter 42 ㎜, and the high tensile steel tube of wall thickness 2 ㎜ is processed, and horizontal brace rod (3) is welded by connector (2) and steel pipe; In the square hole of horizontal brace rod (3), cross a bending part (7), said bending part (7) one end circle centre positions are welded with the circular protrusions of 5 millimeters of diameters.
3. efficient scaffold according to claim 1 is characterized in that: said frame plate support (4) adopts diameter 28 ㎜ steel pipe materials, comprises brace and vertical rod, and brace is welded with diameter 48 ㎜ bottom, the epirelief circular arc steel plate of thick 2 ㎜.
4. efficient scaffold according to claim 1 is characterized in that: said reinforcement diagonal member (6) holds 45 degree angles with column (1) and fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110381252XA CN102493633A (en) | 2011-11-26 | 2011-11-26 | Efficient scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110381252XA CN102493633A (en) | 2011-11-26 | 2011-11-26 | Efficient scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102493633A true CN102493633A (en) | 2012-06-13 |
Family
ID=46185487
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110381252XA Pending CN102493633A (en) | 2011-11-26 | 2011-11-26 | Efficient scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102493633A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6550188B2 (en) * | 2000-12-19 | 2003-04-22 | David N. Bolinger | Adjustable scaffold used with concrete-receiving forms |
| KR20060040556A (en) * | 2005-02-22 | 2006-05-10 | 최석봉 | Banal jack of the prefab-scaffold |
| CN2895613Y (en) * | 2006-04-17 | 2007-05-02 | 董飞 | Quick-mounting scaffold |
| CN201050178Y (en) * | 2007-05-11 | 2008-04-23 | 王克俭 | Circular disc assembled support rack |
| CN201343864Y (en) * | 2009-01-14 | 2009-11-11 | 张福胜 | Butterfly clip component for connection of combined scaffold |
-
2011
- 2011-11-26 CN CN201110381252XA patent/CN102493633A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6550188B2 (en) * | 2000-12-19 | 2003-04-22 | David N. Bolinger | Adjustable scaffold used with concrete-receiving forms |
| KR20060040556A (en) * | 2005-02-22 | 2006-05-10 | 최석봉 | Banal jack of the prefab-scaffold |
| CN2895613Y (en) * | 2006-04-17 | 2007-05-02 | 董飞 | Quick-mounting scaffold |
| CN201050178Y (en) * | 2007-05-11 | 2008-04-23 | 王克俭 | Circular disc assembled support rack |
| CN201343864Y (en) * | 2009-01-14 | 2009-11-11 | 张福胜 | Butterfly clip component for connection of combined scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103993728B (en) | A kind of assembling shaped steel is encorbelmented protection canopy | |
| CN104674992A (en) | Supporting method and structure of suspended steel bar truss deck | |
| CN203867158U (en) | Cantilever type scaffold structure with positioning plug for fixation | |
| CN211523685U (en) | Combined three-dimensional adjusting curtain wall system | |
| CN207332288U (en) | Rod-pulling type hanging basket suspension device on roof frame girder | |
| CN102493633A (en) | Efficient scaffold | |
| CN211548713U (en) | A suspension type scaffold frame for square chimney | |
| CN104763091B (en) | The netted ceiling system of large span and its installation method | |
| CN106592987A (en) | Hoisting device and hoisting method of curtain wall steel stand columns | |
| CN203820360U (en) | Lifting appliance for installing existing railway sound barrier plate | |
| CN205441894U (en) | Optical fiber perform turning device | |
| CN212428012U (en) | Parapet combination operation platform | |
| JP6226173B2 (en) | Suspended ceiling structure | |
| CN204001308U (en) | A kind of metal decking unit curtain wall system | |
| CN202913686U (en) | Connecting element of scaffold shearing force supports | |
| CN206591803U (en) | A kind of overhanging scaffold supporting construction | |
| CN206607881U (en) | A kind of wall bracing device | |
| CN201334785Y (en) | Homogenization warehouse factory building structure | |
| CN210239182U (en) | Frame post location pay-off is embraced to gravity type arc building outer wall evagination | |
| CN105113509A (en) | Tool type foundation pit suspended step ladder | |
| CN205857227U (en) | A kind of wind power generation stepped hyollow foundation support | |
| CN203742182U (en) | Supporting frame | |
| CN203795839U (en) | Elevator shaft assembled telescopic form erecting system | |
| CN205421910U (en) | Template steel pipe support holds in palm structure in top | |
| CN203213454U (en) | Single-supporting guardrail |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120613 |