CN206091244U - Double scaffold frame of console mode - Google Patents
Double scaffold frame of console mode Download PDFInfo
- Publication number
- CN206091244U CN206091244U CN201620442881.7U CN201620442881U CN206091244U CN 206091244 U CN206091244 U CN 206091244U CN 201620442881 U CN201620442881 U CN 201620442881U CN 206091244 U CN206091244 U CN 206091244U
- Authority
- CN
- China
- Prior art keywords
- bar
- vertical rod
- scaffold
- pole
- floor
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a double scaffold frame of console mode, includes: backing plate, collet, transversely sweep the floor the pole, vertically sweep the floor pole, outer pole setting, interior pole setting, vertical horizon bar, horizontal horizon bar, right -angle coupler, rotary buckle, bridging, safety net, scaffold board, keep off the sole. The backing plate is located bottom, with the ground laminating, on the collet is located the backing plate, under the pole setting for the fixed work of interior pole setting, the pole of transversely sweeping the floor is fixed in the pole setting below, the pole of vertically the sweeping the floor ground between outer pole setting and interior pole setting of laminating, be fixed in on the pole of transversely sweeping the floor, interior pole setting is stood on on the collet, outer pole setting is stood on on the backing plate, vertical horizon bar setting is inboard in the pole setting, connect outside two between pole setting or two the interior pole settings, horizontal horizon bar is connected on two vertical horizon bars, bridging is in the outside of scaffold frame, the safety net is located the bridging outside, the scaffold board is spread on vertical horizon bar and horizontal horizon bar, keep off rectangular plank or iron plate that the sole links to each other and has existed side by side with the scaffold board outside. The beneficial effects of the utility model are that the process is succinct, and convenient operation is economical and practical.
Description
Technical field
The utility model is related to architecture construction and builds field, more particularly to uses small-sized outrigger without the construction of outrigger structure side column
And crosshead.
Background technology
Where scaffold cannot directly construct for exterior wall, inside fitting or floor to be higher on construction site.Predominantly
Workmen upper and lower operation or perimeter security net are gone along with sb. to guard him and high-altitude installation component etc., and some engineerings are also with scaffold when template makes
With also extensively being used in departments such as advertising, municipal administration, traffic road and bridge, mines in addition.
It is relatively common particularly in high-building construction as commercial mansion to hang for shaped steel for high-rise building
Formula scaffold is chosen, is primarily due to that its height can be controlled completely.But in ordinary building, especially less than 50 meters build
Build, taken time and effort using profile steel overhanging scaffold, in addition financial cost is also high.
Therefore, this case is directed to disadvantages described above, and to prior art effective innovation has been carried out.
Utility model content
For disadvantages described above, the utility model provides one kind and can at a dass make construction framework, and operation is succinct,
Easy to operate, economical and practical console mode scaffold.To solve the limitation that existing constructing structure is used.
For achieving the above object, double-pole scaffold of the present utility model is employed the following technical solutions：
A kind of console mode double-pole scaffold, including：Backing plate, collet, longitudinal direction are swept the floor bar, bar of laterally sweeping the floor, outer vertical rod, interior vertical
Bar, vertical equity bar, transverse horizontal bar, right-angle coupler, rotary buckle, bridging, safety net, scaffold board, foot guard plate.
The backing plate is located at lowermost end, fits with ground, in order to increase the contact area of vertical rod and ground, prevents because of ground
Bearing capacity is uneven and cause to sink and cause scaffold unstability；The collet is located on backing plate, under interior vertical rod, for interior vertical rod
Fixation；The bar of laterally sweeping the floor is fixed on vertical rod lower section, and longitudinal direction bar of sweeping the floor is fitted between outer vertical rod and interior vertical rod
Ground, is fixed on and laterally sweep the floor on bar, and the effect of bar of sweeping the floor is that constraint vertical rod bottom is subjected to displacement in vertical and horizontal；Institute
State outer vertical rod to stand on backing plate, interior vertical rod is stood on collet, determine scaffold height and be whole scaffold
Support force；The vertical equity bar is arranged on vertical rod inner side, is connected between two outer vertical rods or two interior vertical rods with fastener, as
The bearing of transverse horizontal bar；The transverse horizontal bar right-angle coupler is connected on two vertical equity bars, is scaffold clasp
Stressed member, the load that scaffold board is transmitted is subjected to, while improve the globality and bearing capacity of scaffold；It is described straight
Angle fastener and rotary buckle are all that on tie point, for two components that are connected, right-angle coupler fixes orthogonal structure
Part, rotary buckle can be fixed in component at any angle；It is described with rotary buckle connect bridging in the outside of scaffold,
It is the important rod member of scaffold longitudinal rigid；The safety net is located at bridging outside, and effect is by outside scaffold with wire side
Side all enlists the services of, and prevents falling accident；The scaffold board is laid on vertical equity bar and transverse horizontal bar, to apply
Work operative simultaneously solves vertically and horizontally to transport and set up；The foot guard plate and a piece for being connected and erecting on the outside of scaffold board
Splat or iron plate, effect is to avoid falling from high altitude.
Accordingly, vertical equity bar adopts docking mode, length not less than three across1, two adjacent vertical equity knock-off joints
It is not arranged in synchronization2Or with across interior, asynchronous or difference across the distance that staggers in the horizontal direction of two adjacent joints be not less than
500mm, each connector center is to nearest host node3Distance be not more than vertical rod advance41/3；Transverse horizontal bar adopts right-angle coupler
It is fixed on vertical equity bar, according to the spaced set that needs for supporting scaffold board, maximum spacing is less than the 1/ of vertical rod advance
2；Bolt tightens torsional moment not less than 40Nm, and no more than 65Nm, fix at node vertical equity bar, transverse horizontal bar,
The right-angle coupler of bridging, the mutual distance of the central point of rotary buckle are not more than 150mm, and fastener openings are upward or inwardly；Cut
Knife support carries out spreading using overlapping mode, and the lap of splice is not less than 1m, and 3 rotary buckles of spaced set are fixed, brace and ground
The inclination angle in face by 45 ° control, per pass bridging width not less than 4 across；Scaffold board is using docking tiling, or joining seam is propped up in horizontal stroke
Lapped layup is carried out on horizon bar, work layer end scaffold board probe length takes 150mm；The height of foot guard plate is not less than
180mm。
A kind of console mode double-pole scaffold described in the utility model has the beneficial effect that：
Simple to operate understandable, applicable floor accomplishs without any letup when building, and eliminates shaped steel and encorbelments the trouble for removing and installing repeatedly；
Economical and practical, the expense for eliminating a large number of shaped steel has equally reached the purpose of construction.
Description of the drawings
Below according to accompanying drawing, the utility model is described in further detail
Fig. 1, Fig. 2, Fig. 3, Fig. 4 are a kind of structural representations of landing double-pole scaffold described in the utility model embodiment：
In figure：
1st, backing plate；2nd, collet 3, bar of laterally sweeping the floor；4th, longitudinal bar of sweeping the floor；5th, outer vertical rod；6th, interior vertical rod；7th, vertical equity
Bar；8th, transverse horizontal bar；9th, right-angle coupler；10th, rotary buckle；11st, bridging；12nd, safety net；13 scaffold boards；14 foot guard plates.
Specific embodiment
Show such as Fig. 1, console mode double-pole scaffold described in the utility model, including backing plate 1, collet 2, bar 3 of laterally sweeping the floor,
Sweep the floor bar 4, outer vertical rod 5, interior vertical rod 6, vertical equity bar 7, transverse horizontal bar 8, right-angle coupler 9, rotary buckle 10, scissors longitudinal direction
Support 11, safety net 12, scaffold board 13, foot guard plate 14.
The backing plate 1 is located at lowermost end, fits with ground, in order to increase the contact area of vertical rod and ground, prevents because of ground
Face bearing capacity is uneven and cause to sink and cause scaffold unstability；The collet 2 is located on backing plate 1, under interior vertical rod 6, is used for
The fixation of interior vertical rod 6；The bar 3 of laterally sweeping the floor is fixed on vertical rod lower section, and longitudinal direction bar 4 of sweeping the floor fits in outer vertical rod 5 and interior
Ground between vertical rod 6, is fixed on and laterally sweep the floor on bar 3, and the effect of bar of sweeping the floor is to constrain vertical rod bottom in longitudinal direction and horizontal stroke
To being subjected to displacement；The outer vertical rod 5 is stood on backing plate 1, and interior vertical rod 6 is stood on collet 2, determine scaffold height and
It is the support force of whole scaffold；The vertical equity bar 7 be arranged on vertical rod inner side, with fastener be connected to two outer vertical rods 5 or
Between two interior vertical rods 6, as the bearing of transverse horizontal bar 8；The transverse horizontal bar 8 right-angle coupler 9 is connected to two and indulges
It is the stressed member of scaffold clasp on horizon bar 7, is subjected to the load that scaffold board 13 is transmitted, while improves pin hand
The globality and bearing capacity of frame；The right-angle coupler 9 and rotary buckle 10 are all on tie point, in order to be connected two
Component, right-angle coupler 9 fixes orthogonal component, and rotary buckle 10 can be fixed in component at any angle；It is described with revolve
Turn the bridging 11 of the connection of fastener 10 in the outside of scaffold, be the important rod member of scaffold longitudinal rigid；The safety net 12
Positioned at the outside of bridging 11, effect is all to be enlisted the services of scaffold outside with wire side, prevents falling accident；It is described
Scaffold board 13 is laid on vertical equity bar 7 and transverse horizontal bar 8, be construction worker operate and solve vertically and horizontally to transport and
Set up；The foot guard plate 14 is the one piece of splat or iron plate for being connected and erecting with the outside of scaffold board 13, and effect is to keep away
Exempt from falling from high altitude.
The use state of console mode double-pole scaffold described in the utility model is illustrated below：
First have good positioning the position of backing plate 1 to be laid, it is ensured that backing plate 1 is in plateau, pacify on the backing plate 1 of inner side
Put collet 2 well, then discharge and laterally sweep the floor bar 3, longitudinal direction is fixed on bar 3 of laterally sweeping the floor and is swept the floor bar 4, in the collet of adjustment
Interior vertical rod 6 is holded up on 2, outer vertical rod 5 is holded up on backing plate 1.In vertical rod upper end fastener connection vertical equity bar 7, vertical equity
Adopt docking mode between bar 7, length not less than three across, two adjacent joints of vertical equity bar 7 be not arranged in it is synchronous or with across
It is interior, asynchronous or difference across the distance that staggers in the horizontal direction of two adjacent joints not less than 500mm, each connector center is to most
The distance of nearly host node is not more than the 1/3 of vertical rod advance.With vertical equity bar 7 as the upper transverse horizontal bar 8 of bearing overlap joint, horizontal water
Flat bar 8 is fixed on vertical equity bar 7 with right-angle coupler 9.According to the spaced set that needs for supporting scaffold board 13, between maximum
Away from 1/2 less than vertical rod advance.In whole construction is built, also the need assurance, bolt of contacting piece are tightened torsional moment and are not less than,
And be not more than, right-angle coupler 9, the rotary buckle 10 of vertical equity bar 7, transverse horizontal bar 8, bridging 11 etc. is fixed at node
The mutual distance of central point be not more than 150mm, fastener openings are upward or inwardly.Arrange with rotary buckle 10 in the outside set up
The bridging 11 of connection, the lap of splice is not less than 1m, and 3 rotary buckles 10 of spaced set are fixed, the inclination angle on brace and ground
By 45 ° control, the width of per pass bridging 11 not less than 4 across.Upper safety net 12 is pricked in outermost.Finally in the He of vertical equity bar 7
Scaffold board 13 is laid on the framework that transverse horizontal bar 8 is mutually formed, the probe length of work layer end scaffold board 13 takes 150mm.In pin
The outer ledge of palm 13 arranges foot guard plate 14, and the height of foot guard plate 14 is not less than 180mm.
The above-mentioned description to embodiment is it will be appreciated that and using this for the ease of those skilled in the art
Case technology, person skilled in the art obviously can make easily various modifications to these examples, and described herein one
As principle be applied in other embodiments without through performing creative labour.Therefore, this case is not limited to above example, ability
According to the announcement of this case, the improvement made for this case and modification all should be in the protection domains of this case for the technical staff in domain.
Claims (6)
1. a kind of console mode double-pole scaffold, including backing plate (1), collet (2), bar (3) of laterally sweeping the floor, longitudinal direction are swept the floor bar (4), outer
Vertical rod (5), interior vertical rod (6), vertical equity bar (7), transverse horizontal bar (8), right-angle coupler (9), rotary buckle (10), bridging
(11), safety net (12), scaffold board (13), foot guard plate (14), it is characterised in that：
The backing plate (1) is fitted positioned at lowermost end with ground, the collet (2) is on backing plate (1), interior vertical rod (6) it
Under, the bar (3) of laterally sweeping the floor is fixed on vertical rod lower section, and longitudinal direction bar (4) of sweeping the floor fits in outer vertical rod (5) and interior vertical rod
(6) ground between, is fixed on and laterally sweep the floor on bar (3), and the outer vertical rod (5) is stood on backing plate, and interior vertical rod (6) is stood on
On collet (2), vertical equity bar (7) is arranged on vertical rod inner side, and with fastener two outer vertical rods (5) or two interior vertical rods are connected to
(6) between, transverse horizontal bar (8) right-angle coupler (9) is connected on two vertical equity bars (7), right-angle coupler (9) and rotation
Fastener (10) is arranged on tie point, with the bridging (11) of rotary buckle (10) connection in the outside of scaffold, safety net
(12) positioned at bridging (11) outside, scaffold board (13) is laid on vertical equity bar (7) and transverse horizontal bar (8), foot guard plate
(14) it is and the one piece of splat or iron plate for being connected and erecting on the outside of scaffold board (13).
2. a kind of console mode double-pole scaffold according to claim 1, it is characterised in that：The vertical equity bar (7) is adopted
With docking mode, length be not arranged in across, two adjacent vertical equity knock-off joints not less than three it is synchronous or with across interior, it is asynchronous or
It is different across the distance that staggers in the horizontal direction of two adjacent joints not less than 500mm, each connector center is to nearest host node
The 1/3 of distance no more than vertical rod advance.
3. a kind of console mode double-pole scaffold according to claim 1, it is characterised in that：The transverse horizontal bar (8) is adopted
It is fixed on vertical equity bar (7) with right-angle coupler (9), according to the spaced set that needs for supporting scaffold board (13), between maximum
Away from 1/2 less than vertical rod advance.
4. a kind of console mode double-pole scaffold according to claim 1, it is characterised in that：The bridging (11) adopts and takes
The mode of connecing carries out spreading, and the lap of splice is not less than 1m, and 3 rotary buckles (10) of spaced set are fixed, and brace inclines with ground
Angle be 45 °, per pass bridging (11) width not less than 4 across.
5. a kind of console mode double-pole scaffold according to claim 1, it is characterised in that：The scaffold board (13) is by joining seam
Prop up carries out lapped layup on transverse horizontal bar (8), and work layer end scaffold board (13) probe length takes 150mm.
6. a kind of console mode double-pole scaffold according to claim 1, it is characterised in that：The height of the foot guard plate (14)
It is not less than 180mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620442881.7U CN206091244U (en) | 2016-05-11 | 2016-05-11 | Double scaffold frame of console mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620442881.7U CN206091244U (en) | 2016-05-11 | 2016-05-11 | Double scaffold frame of console mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206091244U true CN206091244U (en) | 2017-04-12 |
Family
ID=58471267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620442881.7U Expired - Fee Related CN206091244U (en) | 2016-05-11 | 2016-05-11 | Double scaffold frame of console mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206091244U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005370A (en) * | 2017-12-04 | 2018-05-08 | 广东中南建设有限公司 | The scaffold board and construction method of scaffold |
| CN108104481A (en) * | 2017-12-19 | 2018-06-01 | 中建四局安装工程有限公司 | A kind of safe building method of high level movable Scaffold |
| CN108708536A (en) * | 2018-06-05 | 2018-10-26 | 中冶东北建设（沈阳）工程技术有限公司 | Console mode scaffold building construction method |
| CN111779256A (en) * | 2019-04-04 | 2020-10-16 | 山东天元工程科技有限公司 | Method for externally hanging protective net on B-type scaffold |
| CN114961197A (en) * | 2022-06-15 | 2022-08-30 | 广州盈德建筑工程有限公司 | Safe and reliable building outer double-row scaffold and building method thereof |
-
2016
- 2016-05-11 CN CN201620442881.7U patent/CN206091244U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005370A (en) * | 2017-12-04 | 2018-05-08 | 广东中南建设有限公司 | The scaffold board and construction method of scaffold |
| CN108104481A (en) * | 2017-12-19 | 2018-06-01 | 中建四局安装工程有限公司 | A kind of safe building method of high level movable Scaffold |
| CN108708536A (en) * | 2018-06-05 | 2018-10-26 | 中冶东北建设（沈阳）工程技术有限公司 | Console mode scaffold building construction method |
| CN111779256A (en) * | 2019-04-04 | 2020-10-16 | 山东天元工程科技有限公司 | Method for externally hanging protective net on B-type scaffold |
| CN114961197A (en) * | 2022-06-15 | 2022-08-30 | 广州盈德建筑工程有限公司 | Safe and reliable building outer double-row scaffold and building method thereof |
| CN114961197B (en) * | 2022-06-15 | 2024-03-29 | 广州盈德建筑工程有限公司 | Safe and reliable building outer double-row scaffold and erecting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206091244U (en) | Double scaffold frame of console mode | |
| CN105019639B (en) | Overhead cantilever formwork and its construction method | |
| CN109629810A (en) | Closed builder's jack system and construction method | |
| CN206053274U (en) | The external scaffolding device of the perpendicular BAIYE outer visor of skyscraper and glass curtain wall dual-purpose | |
| CN208899838U (en) | A kind of overhung supporter for total sub-semigroup | |
| CN103388310A (en) | Single-point fixing adjustable cantilever tripod | |
| CN108104460A (en) | A kind of overhanging type framed bent sets up structure and construction method | |
| CN206581579U (en) | A kind of track-type facilities of elevating scaffold | |
| CN204662931U (en) | Roof decorations base plate retractility sliding support frame | |
| CN208056613U (en) | A kind of overhanging type framed bent sets up structure | |
| CN107762127A (en) | A kind of console mode scaffold for point building construction | |
| CN105220870A (en) | A kind of overhanging scaffold | |
| CN104533092B (en) | The construction method of rack roofing furred ceiling | |
| CN104018655B (en) | A kind of assembly type monomer bracing frame | |
| CN205330133U (en) | Overhanging scaffold | |
| CN205617772U (en) | Gallows structure under lifting foot hand rack special use | |
| CN115059279A (en) | Steel beam outer scaffold device and mounting method thereof | |
| CN106013752A (en) | Construction method for movable observation and construction dual-purpose platform | |
| CN203961323U (en) | Quick lap joint formula guard system | |
| CN208380594U (en) | A kind of variable section is by multiple formwork-support | |
| CN208585976U (en) | A kind of channel connecting Lou Tiyu tower crane | |
| CN208152532U (en) | A kind of construction scaffold | |
| CN206693066U (en) | One kind, which builds a bridge, safeguards scaffold | |
| CN206693590U (en) | A kind of Quick-mounting aluminium alloy scaffold | |
| CN211736289U (en) | Operation platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20180511 |