CN207268072U - A kind of overhanging type type steel scaffold - Google Patents
A kind of overhanging type type steel scaffold Download PDFInfo
- Publication number
- CN207268072U CN207268072U CN201721037072.9U CN201721037072U CN207268072U CN 207268072 U CN207268072 U CN 207268072U CN 201721037072 U CN201721037072 U CN 201721037072U CN 207268072 U CN207268072 U CN 207268072U
- Authority
- CN
- China
- Prior art keywords
- upright bar
- flooring
- fixed
- hanging beam
- bolt
- 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
- Movable Scaffolding (AREA)
Abstract
The utility model discloses a kind of overhanging type type steel scaffold, including flooring and fixed upright bar, the fixed upright bar includes upright bar and an exclusive upright bar in a row, the hanging beam for having and stretching out the fixation upright bar after flooring blocks for support is horizontally disposed with the flooring, the hanging beam is equipped with the fastening assembly being fixed on flooring, the fixed upright bar is equipped with the installed part being fixed in hanging beam, to solve during practice of construction, occur because external cause causes the original console mode scaffold of project to hinder the other engineering constructions in ground, need to build boat scaffold again after console mode scaffold is removed, the problem of wasting substantial amounts of time and construction material.
Description
Technical field
A kind of scaffold is the utility model is related to, more specifically, it relates to a kind of suspension type type steel scaffold.
Background technology
Skin decoration is mainly constructed by external scaffolding, in Practical Project, it is possible that two kinds of feelings
Condition, 1, building is originally using console mode scaffold in the construction process, since municipal works intervene construction ahead of time, force outer
Wall decoration will in advance complete or console mode scaffold is changed to overhanging scaffold；2nd, it is used for parking lot, business for the first floor
The building of the purposes such as paving, console mode scaffold or hanging basket can substantially reduce its use value, one caused to owner during use
Fixed loss, usually also triggers the controversial issue of first floor owner and high-rise owner, if using builder's jack so if to avoid
Problem above, i.e., set overhanging type steel at overhang layer, then console mode scaffold upright rod be transferred on overhanging type steel, lands
Formula scaffold conversion overhanging type shaped steel foot hand construction is exactly that used one kind is comprehensive in the case of temporarily implementing without conventional method
Conjunction property plan for installation and construction.
Console mode scaffold as shown in Figure 1, including in upright bar 2 in the row that flooring 13 is vertically arranged and being arranged on
The outside of upright bar 2 and with its one-to-one exclusive upright bar 3, be transversely provided with long transverse lever between outer vertical rod 3 between interior upright bar 2
4, interior upright bar 2 is fixed with long transverse lever 4 and outer vertical rod 3 with long transverse lever 4 by fastener 5, corresponding outer vertical rod 3 and interior upright bar 2
Between be vertically arranged with connecting rod 6, connecting rod 6 is fixed with outer vertical rod 3 and interior upright bar 2 by fastener 5.
But during practice of construction, it may appear that because external cause causes the original console mode scaffold of project to hinder ground
The other engineering constructions in face, it is necessary to will console mode scaffold remove after build boat scaffold again, waste the substantial amounts of time and
Construction material.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of overhanging type type steel scaffold,
To solve during practice of construction, it may appear that because external cause causes the original console mode scaffold of project to hinder the other works in ground
Journey builds boat scaffold again after constructing, it is necessary to which console mode scaffold is removed, and wastes substantial amounts of time and construction material
The problem of.
To achieve the above object, the utility model provides following technical solution：
A kind of overhanging type type steel scaffold, including flooring and fixed upright bar, the fixed upright bar include in a row upright bar and
One exclusive upright bar, the suspension for having and stretching out the fixed upright bar after flooring blocks for support is horizontally disposed with the flooring
Beam, the hanging beam are equipped with the fastening assembly being fixed on flooring, and the fixed upright bar, which is equipped, is installed fixation
Installed part in hanging beam.
Using above-mentioned technical proposal：During practice of construction, occur because external cause causes the original console mode foot of project
, it is necessary to when repacking console mode scaffold into boat scaffold when hand cradle hinders the other engineering constructions in ground, cut off fixed vertical
Bar is located at the part below hanging beam, and hanging beam one end is fixed on flooring by fastening assembly, and fixed upright bar is transferred to
In hanging beam, fixed upright bar is fixed in hanging beam by installed part, avoids console mode scaffold from hindering ground other
Engineering construction, makes full use of original console mode scaffold, it is not necessary to builds suspension type again after console mode scaffold is removed
Scaffold, saves substantial amounts of time and construction material.
Further, being horizontally disposed between the corresponding interior upright bar and the outer vertical rod has reinforcing connecting rod, the company of reinforcing
Bar is consolidated with being equipped with the steel wire rope for pretension, described steel wire rope one end at the node of fixed upright bar with reinforcing connecting rod and fixed upright bar
Fixed connection, the other end are fixedly connected with flooring.
Using above-mentioned technical proposal：Fixed upright bar is reinforced by reinforcing connecting rod, is carried out at node with steel wire rope
Pretension, then cuts off upright bar again, solves when the fixed upright bar of scaffold cut-out is shifted and fixes the unsupported security risk of upright bar, protects
The slave ground supports for having demonstrate,proved fixed upright bar safety are transferred to hanging beam support.
Further, an interior upright bar and corresponding outer vertical rod are one group, and the fixed upright bar is divided into list
Group upright bar and double group upright bars, the single group upright bar and double group upright bars are staggered, the steel wire rope be arranged on single group upright bar with plus
At the node of fixation rod or double groups of upright bars are with reinforcing at the node of connecting rod.
Using above-mentioned technical proposal：When transfer fixes upright bar to hanging beam, single group upright bar is first shifted, upright bar to be fixed exists
After being fixed in hanging beam, the pretension steel wire rope of each single group upright bar can be unclamped, be transferred to the double group upright bars in side and carry out in advance
Tightly, it is ensured that while the safe transfer of fixed upright bar, the steel wire rope of half can be saved.
Further, the fastening assembly includes U-bolt, and the through hole interted for the U-bolt is drilled with flooring, described
U-bolt interts upwards from soffit of a floor surrounds the hanging beam, and it is tight to be arranged with first on the U-bolt on the hanging beam top
Laminated steel, described first press steel plate bottom surface abutted with the hanging beam and its upper part be equipped with U-bolt coordinate nut.
Using above-mentioned technical proposal：Tighten nut and by first press steel plate and abutted with hanging beam and be fixed on flooring,
Hanging beam is set to be contacted with flooring more steady.
Further, the installed part is the steel pipe being wrapped in fixed upright bar, and the steel pipe is fixedly connected with hanging beam.
Using above-mentioned technical proposal：Avoid since console mode scaffold is retrofitted on hanging beam shaped steel, the no image of Buddha starts to pacify
Anchor point can be first installed during dress on i shaped steel, solves installation question of the fixed upright bar in hanging beam.
Further, steel plate is pressed equipped with second between the U-bolt bottom and soffit of a floor.
Using above-mentioned technical proposal：Pressing steel plate by second, U-bolt is connected with flooring closer, and stress is more equal
It is even.
Further, a diameter of 18mm of the U-bolt.
Using above-mentioned technical proposal：While ensureing it with enough support strengths, avoid through-hole diameter is excessive from causing
While fixed unstable, material and construction cost are saved.
Further, reinforcing bar is equipped with the flooring, envelope at least 2 between two through holes interted for the U-bolt
Reinforcing bar.
Using above-mentioned technical proposal：Guarantee type suspension beam stress is delivered in the agent structure of flooring, makes the branch of hanging beam
It is more preferable to support effect.
Further, the reinforcing connecting rod is positioned above at fixed upright bar cut-off part 200mm.
Using above-mentioned technical proposal：Make reinforcing connecting rod more preferable to the consolidation effect of fixed upright bar.
In conclusion the utility model has the advantages that：
The 1st, console mode scaffold can be repacked into boat scaffold, it is convenient and efficient, save time and materials；
2nd, hanging beam is fixed on flooring by fastening assembly, improves its safety and stability；
3rd, column is installed in hanging beam by installed part, solves the installation question of column, improve its stability
And security.
Brief description of the drawings
Fig. 1 is the overall structure diagram of console mode scaffold in background technology；
Fig. 2 is the overall structure diagram of the present embodiment；
Fig. 3 is the structure diagram of single group upright bar and double group upright bars in the present embodiment；
Fig. 4 is the structure diagram of fastening assembly in the present embodiment.
Reference numeral：1st, fixed upright bar；2nd, interior upright bar；3rd, outer vertical rod；4th, long transverse lever；5th, fastener；6th, connecting rod；7th, hang
Beam；8th, fastening assembly；9th, single group upright bar；10th, double groups of upright bars；11st, connecting rod is reinforced；12nd, steel wire rope；13rd, flooring；14th, U-shaped spiral shell
Bolt；15th, through hole；16th, first presses steel plate；17th, nut；18th, reinforcing bar；19th, second presses steel plate；20th, steel pipe.
Embodiment
A kind of overhanging type type steel scaffold, as shown in Figures 2 and 3, including the fixation upright bar 1 being vertically arranged, fixed upright bar 1
Be divided into upright bar 2 in the row close to flooring 13 and be arranged on the outside of interior upright bar 2 and with its one-to-one exclusive upright bar 3, it is interior
Long transverse lever 4, interior upright bar 2 and long transverse lever 4 and outer vertical rod 3 and long transverse lever 4 are transversely provided between upright bar 2 between outer vertical rod 3
Fixed by fastener 5, connecting rod 6, connecting rod 6 and outer vertical rod 3 are vertically arranged between corresponding outer vertical rod 3 and interior upright bar 2
And interior upright bar 2 fixed by fastener 5, be horizontally disposed with to have on flooring 13 and stretch out flooring 13 for supported and suspended interior upright bar 2
With the hanging beam 7 of outer vertical rod 3, hanging beam 7 is equipped with the fastening assembly 8 being fixed on flooring 13, and fixed upright bar 1 is equipped
The installed part being fixed in hanging beam 7；When needing to repack console mode scaffold into boat scaffold, cut-out is solid
Determine upright bar 1 and be located at part of the hanging beam below 7,7 one end of hanging beam is fixed on flooring 13 by fastening assembly 8, by fixation
Upright bar 1 is transferred in hanging beam 7, and fixed upright bar 1 is fixed in hanging beam 7 by installed part, avoids console mode foot hand
Frame hinders the other engineering constructions in ground, makes full use of original console mode scaffold, it is not necessary to after console mode scaffold is removed
Again boat scaffold is built, saves substantial amounts of time and construction material.
A piece interior upright bar 2 and corresponding outer vertical rod 3 are one group, and fixed upright bar 1 divides for single group upright bar 9 and double groups
Upright bar 10, single group upright bar 9 and double group upright bars 10 are staggered, water between the interior upright bar 2 and outer vertical rod 3 in every group of fixation upright bar 1
Flat be provided with reinforces connecting rod 11, reinforces at the node that connecting rod 11 is formed with fixed upright bar 1 and long transverse lever 4 and is equipped with for pretension
Steel wire rope 12,12 one end of steel wire rope are fixedly connected with reinforcing connecting rod 11 and fixed upright bar 1, and the other end is fixedly connected with flooring 13,
Steel wire rope 12 is arranged at node of the single group upright bar 9 with reinforcing connecting rod 11 or double groups of upright bars 10 are with reinforcing at the node of connecting rod 11；
Fixed upright bar 1 is reinforced by reinforcing connecting rod 11, pretension is carried out with steel wire rope 12 at node, is then cut off again fixed vertical
Bar 1, solves when the fixed upright bar 1 of scaffold cut-out is shifted and fixes 1 unsupported security risk of upright bar, ensure that fixed upright bar 1
The slave ground supports of safety are transferred to hanging beam 7 and support；When transfer fixes upright bar 1 to hanging beam 7, single group upright bar 9 is first shifted,
After upright bar 1 to be fixed fixes in hanging beam 7, the pretension steel wire rope 12 of each single group upright bar 9 can be unclamped, be transferred to side
The double group upright bars 10 in side carry out pretension, it is ensured that while the safe transfer of fixed upright bar 1, can save the steel wire rope of half
12。
Reinforce connecting rod 11 to be positioned above at 1 cut-off part 200mm of fixed upright bar, make reinforcing connecting rod 11 to fixed upright bar 1
Consolidation effect is more preferable.
Since console mode scaffold is retrofitted on 7 shaped steel of hanging beam, the no image of Buddha starts can be first in i shaped steel when installing
On install anchor point, installed part includes the steel pipe 20 being set in fixed upright bar 1, and steel pipe 20 is fixedly connected with hanging beam 7, solution
Determine installation question of the fixed upright bar 1 in hanging beam 7.
As shown in figure 4, hanging beam 7 is i shaped steel, for the construction floor 13 built up, i shaped steel fixed section can not
Link together, thus pulling force can not be delivered in 13 structure of flooring by anchored end with 13 reinforcement 18 of flooring；Fastening
Component 8 includes the U-bolt 14 of a diameter of 18mm, and the through hole 15 passed through for U-bolt 14, U-bolt 14 are drilled with flooring 13
Intert upwards from 13 bottom of flooring and surround hanging beam 7,14 top of U-bolt is arranged with first and presses steel plate 16, and first presses steel
16 top of plate is equipped with the nut 17 coordinated with U-bolt 14, tightens nut 17, pressing steel plate 16 by first consolidates hanging beam 7
Surely it is clamped on flooring 13.
Reinforcing bar 18 is equipped with flooring 13, envelope at least 2 reinforcing bars 18 between two through holes 15 interted for U-bolt 14,
7 stress of guarantee type hanging beam is delivered in the agent structure of flooring 13.
Press steel plate 19 equipped with second between 13 bottom of 14 bottom of U-bolt and flooring, U-bolt 14 is connected with flooring 13
Connect more closely, stress is evenly.
Specific works engineering：During practice of construction, occur because external cause causes the original console mode scaffold of project
When hindering the other engineering constructions in ground, fixed upright bar 1 is reinforced by reinforcing connecting rod 11, at node with steel wire rope 12 into
Row pretension, cuts off fixed upright bar 1 and is located at part of the hanging beam below 7,7 one end of hanging beam is fixed on building by fastening assembly 8
On face 13, fixed upright bar 1 is transferred in hanging beam 7, first shifts single group upright bar 9, upright bar 1 to be fixed passes through in hanging beam 7
After installed part installation fixes, the pretension steel wire rope 12 of each single group upright bar 9 can be unclamped, be transferred to the double group upright bars 10 in side
Pretension is carried out, ensure that the slave ground supports of the fixed safety of upright bar 1 are transferred to hanging beam 7 and support；Suspension is arrived in the fixed upright bar 1 of transfer
When on beam 7, it is ensured that the steel wire rope 12 of half is saved under conditions of the safe transfer of fixed upright bar 1；By by console mode foot
Hand cradle is converted into boat scaffold, avoids console mode scaffold from hindering the other engineering constructions in ground.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical solutions belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (9)
1. a kind of overhanging type type steel scaffold, including flooring（13）With fixed upright bar (1), the fixed upright bar (1) includes a row
Interior upright bar (2) and an exclusive upright bar (3), it is characterized in that：On the flooring (13) be horizontally disposed with have stretching flooring (13) for
The hanging beam (7) of the fixation upright bar (1) after blocking is supported, the hanging beam (7), which is equipped with, to be fixed on flooring (13)
Fastening assembly (8), the fixed upright bar (1) are equipped with the installed part being fixed in hanging beam (7).
2. a kind of overhanging type type steel scaffold according to claim 1, it is characterized in that：The corresponding interior upright bar (2) with
Being horizontally disposed between the outer vertical rod (3) has reinforcing connecting rod (11), and the connecting rod (11) of reinforcing is with fixing at the node of upright bar (1)
Equipped with the steel wire rope (12) for pretension, described steel wire rope (12) one end is with reinforcing connecting rod (11) and the fixed company of fixed upright bar (1)
Connect, the other end is fixedly connected with flooring (13).
3. a kind of overhanging type type steel scaffold according to claim 2, it is characterized in that：A piece interior upright bar (2) and with
Its corresponding outer vertical rod (3) is one group, and the fixed upright bar (1) is divided into single group upright bar (9) and double group upright bars (10), described
Single group upright bar (9) and double group upright bars (10) are staggered, the steel wire rope（12）It is arranged on single group upright bar（9）With reinforcing connecting rod
(11) at node or double groups of upright bars (10) are with reinforcing at the node of connecting rod (11).
4. a kind of overhanging type type steel scaffold according to claim 1, it is characterized in that：The fastening assembly (8) includes U-shaped
Bolt (14), is drilled with the flooring (13) for the interspersed through hole (15) of the U-bolt (14), the U-bolt (14) from
Flooring (13) bottom is interted upwards surrounds the hanging beam (7), is arranged with the U-bolt (14) on hanging beam (7) top
First presses steel plate (16), described first press steel plate (16) bottom surface abutted with the hanging beam (7) and its upper part be equipped with it is U-shaped
The nut (17) that bolt (14) coordinates.
5. a kind of overhanging type type steel scaffold according to claim 1, it is characterized in that：The installed part is to be wrapped in fixation
Steel pipe (20) in upright bar (1), the steel pipe (20) are fixedly connected with hanging beam (7).
6. a kind of overhanging type type steel scaffold according to claim 4, it is characterized in that：U-bolt (14) bottom with
Press steel plate (19) equipped with second between flooring (13) bottom.
7. a kind of overhanging type type steel scaffold according to claim 6, it is characterized in that：The U-bolt (14) is a diameter of
18mm。
8. a kind of overhanging type type steel scaffold according to claim 7, it is characterized in that：Reinforcing bar is equipped with the flooring (13)
(18), envelope has at least 2 reinforcing bars (18) between two through holes (15) interted for the U-bolt (14).
9. a kind of overhanging type type steel scaffold according to claim 2, it is characterized in that：The reinforcing connecting rod (11) is arranged on
At fixed upright bar (1) cut-off part 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721037072.9U CN207268072U (en) | 2017-08-17 | 2017-08-17 | A kind of overhanging type type steel scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721037072.9U CN207268072U (en) | 2017-08-17 | 2017-08-17 | A kind of overhanging type type steel scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207268072U true CN207268072U (en) | 2018-04-24 |
Family
ID=61961296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721037072.9U Expired - Fee Related CN207268072U (en) | 2017-08-17 | 2017-08-17 | A kind of overhanging type type steel scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207268072U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999394A (en) * | 2018-08-14 | 2018-12-14 | 中冶建工集团有限公司 | Console mode scaffold turns the construction technology of overhanging scaffold |
| CN113668831A (en) * | 2021-08-20 | 2021-11-19 | 舜元建设(集团)有限公司 | Movable overhanging scaffold |
-
2017
- 2017-08-17 CN CN201721037072.9U patent/CN207268072U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999394A (en) * | 2018-08-14 | 2018-12-14 | 中冶建工集团有限公司 | Console mode scaffold turns the construction technology of overhanging scaffold |
| CN108999394B (en) * | 2018-08-14 | 2021-01-05 | 中冶建工集团有限公司 | Construction process of floor type scaffold rotary cantilever type scaffold |
| CN113668831A (en) * | 2021-08-20 | 2021-11-19 | 舜元建设(集团)有限公司 | Movable overhanging scaffold |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101736893B (en) | Overhanging type scaffold supporting system | |
| CN103628680B (en) | Large steel space truss hanging layer construction method | |
| CN201614738U (en) | Support device for mould board assembly of steel reinforced concrete transfer beams | |
| CN211447708U (en) | Super high-rise building construction elevator feeding platform support system that encorbelments | |
| CN207268072U (en) | A kind of overhanging type type steel scaffold | |
| CN103072906B (en) | Connecting device of inner climbing type tower crane and building structure and construction method utilizing same | |
| CN207268073U (en) | Novel flexible formwork bearing frame | |
| CN205036072U (en) | A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting | |
| CN106988485A (en) | The construction method of structural transition layer Shaped Steel concrete beam | |
| CN208792737U (en) | For hanging the detachable connecting part of external platform hanging girder steel | |
| CN206917265U (en) | A kind of adjustable small bore beam side reinforcement tools | |
| CN206581577U (en) | Using housing construction builder's jack | |
| CN201334773Y (en) | Self-supporting device for steel reinforced concrete composite girder | |
| CN207863474U (en) | A kind of installation form structure for building | |
| CN206902913U (en) | A kind of high-altitude long-span overhung structure | |
| CN212105120U (en) | A exempt from to support template component for cast-in-place seam of superimposed sheet | |
| CN107023154A (en) | A kind of new builder's jack component and its construction method | |
| CN202064359U (en) | Crossbeam wet-joint overhanging construction device | |
| CN103993739A (en) | Method for constructing stiff beam of spraying layer of prilling tower | |
| CN106284997B (en) | The big punching block construction method for lifting whole of reinforced concrete chimney | |
| CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
| CN206815804U (en) | A kind of new builder's jack girder steel built-in fitting | |
| CN201339320Y (en) | High-altitude overhanging hanging reinforced concrete hanging bracket | |
| CN206903226U (en) | One kind sled shoulders formula wall column Side Template fastening lockset | |
| CN206815795U (en) | A kind of new builder's jack component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180424 Termination date: 20200817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |