CN205978814U - Oblique la shizhi gallows - Google Patents
Oblique la shizhi gallows Download PDFInfo
- Publication number
- CN205978814U CN205978814U CN201621015910.8U CN201621015910U CN205978814U CN 205978814 U CN205978814 U CN 205978814U CN 201621015910 U CN201621015910 U CN 201621015910U CN 205978814 U CN205978814 U CN 205978814U
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- CN
- China
- Prior art keywords
- suspension
- support bar
- support
- cable
- twice
- 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
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Abstract
The utility model discloses an oblique la shizhi gallows, including controlling twice cable and a plurality of by preceding extremely back hoist and mount in twice the gallows of cable below, it is a plurality of the structure homogeneous phase of gallows together, the gallows hoists in twice respectively including controlling two jib and multichannel on the cable are from top to bottom fixed two bracing piece between the jib, the multichannel the bracing piece is the parallel and lays. The utility model has the advantages of simple structure and reasonable design, processing preparation and installation are laid conveniently and are used easy and simple to handle, excellent in use effect, can effectively solve the big problem of the large -span building internal branch gallows installation degree of difficulty.
Description
Technical field
This utility model is related to a kind of suspension and support, especially relates to a kind of cable-stayed type suspension and support.
Background technology
Comprehensive suspension and support is one in installing engineering by comprehensive for the suspension and support of each to air-conditioning, fire-fighting, forceful electric power, light current etc. specialty
Rise, overall planning design, be integrated into a crane system of a unification.The equipment of large-scale indoor engineering, air channel, cable testing bridge and each
The synthesis arrangement of class pipeline and the reasonable profit installing the construction speed, perception and space that often influence whether itself and relevant speciality
With, and the selection of suspension and support and installation are decision device comprehensive arrangement of pipes preconditions whether reasonable, attractive in appearance.
Large span steel-structure factory building is excessive due to span, nowhere takes root, and hanger system is typically using first doing through beam again
Plus the mode of suspension and support, this way increase Factory Building deadweight, increase steel consumption, increased the difficulty of construction, impact is applied simultaneously
Work progress, and making a low multiple use of perception and space can be made.For example, secondary comprehension support is used for large span steel-structure factory building
When, girder steel, steel column increase and do breakthrough form girder steel as fulcrum, need great deal of steel, while waste of materials, increased load,
Need to recalculate Factory Building load, quantities is unfavorable for that greatly Factory Building is stable.
Utility model content
Technical problem to be solved in the utility model is, for above-mentioned deficiency of the prior art, to provide a kind of oblique pull
Formula suspension and support, its structure is simple, reasonable in design, processing and fabricating and installation laying are convenient and good using easy and simple to handle, using effect,
The big problem of suspension and support installation difficulty in energy effectively solving long span building.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of cable-stayed type suspension and support, its feature
It is：Including left and right twice drag-line and multiple suspension bracket being lifted on from front to back below drag-line described in twice, multiple described suspension brackets
Structure all same；Described suspension bracket include left and right two suspension rods being lifted on respectively on drag-line described in twice and multiple tracks from top to bottom
It is fixed on the support bar between two described suspension rods, support bar described in multiple tracks is in parallel laying.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Described suspension rod and drag-line are a diameter of Φ 8mm～Φ 12mm's
Round steel.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Described support bar is shaped steel, the left and right two of support bar described in per pass
End is respectively welded and is fixed on suspension rod described in twice.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Described support bar is angle steel.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Drag-line described in twice is in parallel laying.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Two described suspension rods are in parallel laying, described support bar and suspension rod
Perpendicular laying.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：The upper end of two described suspension rods is respectively welded and is fixed on twice institute
State on drag-line.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：In described suspension bracket, the quantity of support bar is three roads, neighbouring two
Spacing between support bar described in road is 200mm～600mm.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：Support bar described in three roads from top to bottom be respectively upper support bar, in
Support bar and lower support bar, the spacing between described upper support bar and described middle support bar be 350mm～450mm, described in
Spacing between strut and described lower support bar is 250mm～350mm.
A kind of above-mentioned cable-stayed type suspension and support, is characterized in that：The quantity of described suspension bracket is two, between two described suspension brackets
Spacing is 2.5m～3.5m.
This utility model compared with prior art has advantages below：
1st, structure is simple and processing and fabricating is easy, and input cost is relatively low.
2nd, reasonable in design and installing lay convenient, be lifted on multiple twice including left and right twice drag-line with from front to back
Suspension bracket below drag-line, suspension bracket includes two suspension rods being lifted on respectively on twice drag-line in left and right and multiple tracks is from top to bottom fixed on
Support bar between two suspension rods, only the rear and front end of twice drag-line need to be separately fixed on a support column, fixing
Install very easy and remove conveniently.
3rd, use easy and simple to handle and using effect is good, only the rear and front end of twice drag-line need to be separately fixed at a support
On post, solve the problems, such as that in large span building, suspension and support is nowhere taken root, overcome the increasing that traditional through beam mode is brought
Plus the drawbacks of Factory Building deadweight, waste steel, can reach safety effect that is attractive in appearance, meeting use requirement, there is investment reduction, saving
Steel, easy construction, for cross-operation and pipeline arrangement provide conveniently, various pipes crane span structure share a set of suspension and support, saving
The advantages of duration and difficulty of construction.And, widely applicable it is adaptable to the large span such as more than 9 meters large span steel-structure factory buildings is built
Build interior multiple pipeline and the installation process in crane span structure centralized arrangement area.
In sum, it is convenient and using operation that this utility model structure is simple, reasonable in design, processing and fabricating and installing is laid
Easy, using effect is good, the big problem of suspension and support installation difficulty in energy effectively solving long span building.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the connection status schematic diagram of this utility model suspension bracket and drag-line.
Description of reference numerals:
1 drag-line；2 suspension brackets；3 suspension rods；
4 support bars.
Specific embodiment
As shown in Figure 1 and Figure 2, this utility model includes left and right twice drag-line 1 and multiple is lifted on from front to back described in twice
The suspension bracket 2 of drag-line 1 lower section, the structure all same of multiple described suspension brackets 2；Described suspension bracket 2 includes left and right two and is lifted on two respectively
Suspension rod 3 on drag-line 1 described in road and multiple tracks are from top to bottom fixed on the support bar 4 between two described suspension rods 3, described in multiple tracks
Strut 4 is in parallel laying.
In the present embodiment, described suspension rod 3 and drag-line 1 are the round steel of a diameter of Φ 8mm～Φ 12mm.
In the present embodiment, described support bar 4 is shaped steel, and the left and right two ends of support bar 4 described in per pass are respectively welded and are fixed on
On suspension rod 3 described in twice.
And, described support bar 4 is angle steel.
When actually used, described support bar 4 can also adopt other types of rigid strutting piece.
In the present embodiment, drag-line 1 described in twice is in parallel laying.
In the present embodiment, two described suspension rods 3 are in parallel laying, described support bar 4 and the perpendicular laying of suspension rod 3.
During reality processing, the upper end of two described suspension rods 3 is respectively welded and is fixed on drag-line 1 described in twice.
In the present embodiment, in described suspension bracket 2, the quantity of support bar 4 is three roads, described in neighbouring twice between support bar 4
Spacing be 200mm～600mm.
Support bar 4 described in three roads is from top to bottom respectively upper support bar, middle support bar and lower support bar, described upper support bar
Spacing and described middle support bar between is 350mm～450mm, and the spacing between described middle support bar and described lower support bar is
250mm～350mm.
During practice of construction, can according to specific needs, to the spacing between described upper support bar and described middle support bar and
Spacing between described middle support bar and described lower support bar adjusts accordingly respectively.
In the present embodiment, the quantity of described suspension bracket 2 is two, and the spacing between two described suspension brackets 2 is 2.5m～3.5m.
When actually used, can according to specific needs, between quantity to described suspension bracket 2 and two described suspension brackets 2 between
Away from adjusting accordingly respectively.
In the present embodiment, the length of described support bar 4 is 300mm～400mm.
When actually used, only the rear and front end of twice drag-line 1 need to be separately fixed on a support column, fixing peace
Dress is very easy and removes conveniently.
The above, be only preferred embodiment of the present utility model, not this utility model imposed any restrictions, every
Any simple modification, change and equivalent structure change above example made according to this utility model technical spirit, all still
Belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a kind of cable-stayed type suspension and support it is characterised in that：Be lifted on multiple twice including left and right twice drag-line (1) with from front to back
Suspension bracket (2) below described drag-line (1), the structure all same of multiple described suspension brackets (2)；Described suspension bracket (2) includes left and right two
The suspension rod (3) being lifted on respectively on drag-line described in twice (1) and multiple tracks are from top to bottom fixed between two described suspension rods (3)
Support bar (4), support bar (4) described in multiple tracks is in parallel laying.
2. according to a kind of cable-stayed type suspension and support described in claim 1 it is characterised in that：Described suspension rod (3) and drag-line (1) are
The round steel of a diameter of Φ 8mm～Φ 12mm.
3. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：Described support bar (4) is shaped steel,
The left and right two ends of support bar described in per pass (4) are respectively welded and are fixed on suspension rod described in twice (3).
4. according to a kind of cable-stayed type suspension and support described in claim 3 it is characterised in that：Described support bar (4) is angle steel.
5. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：Drag-line described in twice (1) is in parallel
Lay.
6. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：Two described suspension rods (3) are in parallel
Laying, described support bar (4) and the perpendicular laying of suspension rod (3).
7. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：The upper end of two described suspension rods (3)
It is respectively welded and be fixed on drag-line described in twice (1).
8. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：Support bar in described suspension bracket (2)
(4) quantity is three roads, and the spacing between support bar (4) described in neighbouring twice is 200mm～600mm.
9. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：Described in three roads, support bar (4) is by upper
It is respectively upper support bar, middle support bar and lower support bar to lower, the spacing between described upper support bar and described middle support bar is
350mm～450mm, the spacing between described middle support bar and described lower support bar is 250mm～350mm.
10. according to a kind of cable-stayed type suspension and support described in claim 1 or 2 it is characterised in that：The quantity of described suspension bracket (2) is
Two, the spacing between two described suspension brackets (2) is 2.5m～3.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621015910.8U CN205978814U (en) | 2016-08-30 | 2016-08-30 | Oblique la shizhi gallows |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621015910.8U CN205978814U (en) | 2016-08-30 | 2016-08-30 | Oblique la shizhi gallows |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205978814U true CN205978814U (en) | 2017-02-22 |
Family
ID=58040076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621015910.8U Expired - Fee Related CN205978814U (en) | 2016-08-30 | 2016-08-30 | Oblique la shizhi gallows |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205978814U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179814A (en) * | 2018-01-27 | 2018-06-19 | 中建六局安装工程有限公司 | Bearing device and method is adjusted in oblique rollering steel suspension cable in a kind of super-span steel construction |
-
2016
- 2016-08-30 CN CN201621015910.8U patent/CN205978814U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179814A (en) * | 2018-01-27 | 2018-06-19 | 中建六局安装工程有限公司 | Bearing device and method is adjusted in oblique rollering steel suspension cable in a kind of super-span steel construction |
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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: 20170222 Termination date: 20170830 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |