CN107246142A - A kind of anchor ear device for pile tube operating platform - Google Patents
A kind of anchor ear device for pile tube operating platform Download PDFInfo
- Publication number
- CN107246142A CN107246142A CN201710586570.7A CN201710586570A CN107246142A CN 107246142 A CN107246142 A CN 107246142A CN 201710586570 A CN201710586570 A CN 201710586570A CN 107246142 A CN107246142 A CN 107246142A
- Authority
- CN
- China
- Prior art keywords
- anchor ear
- pile tube
- outrigger
- operating platform
- retaining collar
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/045—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of anchor ear device for pile tube operating platform, including anchor ear, outrigger and Guan Liang, anchor ear includes the laminating section at middle part and the linkage section at two ends, laminating section shape and the profile of pile tube match, for being fitted with pile tube, outrigger is provided with the hole position passed through for linkage section, the linkage section at anchor ear two ends passes through outrigger, and fixed by fastener, anchor ear forms the closed loop for holding pile tube tightly after being fixed with outrigger, the side or both sides of outrigger are provided with retaining collar, the retaining collar of side is at least provided with two, and offer bolt hole at least one retaining collar on side, fixing bolt is equipped with bolt hole, Guan Liang passes through the retaining collar on outrigger side, and be tightened by fixing bolt.The present invention have it is simple and quick, solid and reliable, durable in use, easy to maintenance, economical and practical, the characteristics of be widely used.
Description
Technical field
The present invention relates to building frock appliance, more particularly to a kind of anchor ear device for pile tube operating platform.
Background technology
In work high above the ground, by building pile tube operating platform, the operation ring of a safe and convenient is provided for workmen
Border.The method that pile tube operating platform is built by anchor ear is presently, there are, this method has light structure, without a large amount of supports because of it
The advantages of, it is constantly subjected to the favor of construction party.However, there is installing/dismounting currently used for the anchor ear device of pile tube operating platform
Operating procedure is loaded down with trivial details, the problem of low construction efficiency, and stability is low, there is potential safety hazard.
The content of the invention
The present invention it is loaded down with trivial details in order to solve existing anchor ear device installing/dismounting operating procedure, the problem of stability is low there is provided
A kind of anchor ear device for pile tube operating platform, with it is simple and quick, solid and reliable the characteristics of.
In order to realize the purpose of the present invention, the technical scheme used for：A kind of anchor ear for pile tube operating platform is filled
Put, it is characterised in that：Including anchor ear, outrigger and Guan Liang, the anchor ear includes the laminating section at middle part and the linkage section at two ends, described
Laminating section shape and the profile of pile tube match, for being fitted with pile tube, and the outrigger is provided with the hole passed through for linkage section
Position, the linkage section at the anchor ear two ends passes through outrigger, and is fixed by fastener, and the anchor ear is formed after being fixed with outrigger to be used for
Hold the closed loop of pile tube tightly, the side or both sides of the outrigger are provided with retaining collar, and the retaining collar of side is at least provided with two
It is individual, and bolt hole is offered at least one retaining collar on side, fixing bolt, the Guan Liang are equipped with bolt hole
Retaining collar through on outrigger side, and be tightened by fixing bolt.
As a further improvement on the present invention, retaining collar, the quantity of the Guan Liang are equipped with the both sides of the outrigger
For two, two Guan Liang are each passed through the retaining collar of outrigger both sides, and are tightened by corresponding fixing bolt.
As a further improvement on the present invention, the anchor ear takes the shape of the letter U, and the laminating section is arc, and in laminating section, with
The side that pile tube fits is flat horizontal surface, and the linkage section at two ends is parallel vertical bar shaped.
As a further improvement on the present invention, it is cased with anti-skidding sleeve pipe bar in the laminating section.
As a further improvement on the present invention, the top of the connection end is provided with circular thread, the fastener include according to
Plain cushion, spring pad and the nut of secondary installation.
As a further improvement on the present invention, the quantity of the plain cushion is two.
As a further improvement on the present invention, the outrigger is fixed with nut on the position of bolt hole.
As a further improvement on the present invention, linkage section fixing point is to one section of the same side end of outrigger on the outrigger
Cantilever segment, the length of the cantilever segment is no less than 40 centimetres.
As a further improvement on the present invention, the length that the Guan Liang is fixed by retaining collar is no less than 30 centimetres.
As a further improvement on the present invention, in addition at least two root canal piles and the platform between adjacent two pile tube is ridden upon
The anchor ear device is installed on plate, every root canal pile, the two ends of the landing slab ride upon the anchor ear on adjacent two pile tube respectively
On the Guan Liang of device.
Beneficial effects of the present invention are：
1st, it is solid and reliable.The closed loop for holding pile tube tightly is formed after being fixed by anchor ear and outrigger, can be by outrigger
Load be transferred on pile tube, using pile tube come stress, make the power transmission of anchor ear and outrigger reliable, be not susceptible to movement；By extremely
Few two retaining collars carry out fixing pipe beam, and are locked pipe beam by fixing bolt, can prevent Guan Liang from being sent out during stress
Raw sliding and rotation.
2nd, peace tears simple and fast open.The installation of anchor ear device only needs to two steps：First, anchor ear is passed through after outrigger by fastening
Part is fixed, two, Guan Liang penetrate retaining collar positioning leveling after, tighten fixing bolt and fix pipe beam.It is by the two steps
The Fast Installation of anchor ear device can be achieved, with the characteristics of quick, efficiency of construction convenient to assemble and disassemble is high, quantities is low.
3rd, it is durable in use, it is easy to maintenance.Each component of anchor ear device can be recycled, and replace convenient after breakage, day
Often wear and tear small.
4th, it is economical and practical.Hall floor stand is routinely expired in analogy, under the premise of safety measure is consistent, the application of anchor ear device,
The support quantities of landing part can be reduced, and substantial amounts of peace can be saved and tear workload open.
5th, it is widely used.By changing the laminating section shape of anchor ear, the profile of itself and stake/post is matched, make it not only
Available for pile tube, also available for cast-in-place cylinder, wide post, square pile and piling bar etc..
Brief description of the drawings
Fig. 1 is the structural representation of embodiment one；
Fig. 2 is that pile tube described in embodiment one fixes schematic diagram with outrigger；
Fig. 3 is anchor ear schematic diagram described in embodiment one；
Fig. 4 is pile tube operating platform schematic diagram；
Fig. 5 is the structural representation of embodiment two；
Description of symbols：1- anchor ears, 11- laminatings section, 12- flat horizontal surfaces, the anti-skidding sleeve pipe bars of 13-, 14- linkage sections, the circular spiral shells of 15-
Tooth, 2- outriggers, 21- fasteners, 22- retaining collars, 23- nuts, 24- fixing bolts, 3- pipes beam, 4- pile tubes, 5- landing slabs.
Embodiment
With reference to specific embodiment and accompanying drawing, the invention will be further described.
Embodiment one：
As Figure 1-3, a kind of anchor ear device, for building operating platform on pile tube 4, including anchor ear 1, chooses
Beam 2 and two pipe beams 3.
Each component is described in detail below.
Anchor ear 1 is the holding hoop tool of the laminating exterior cross-section of pile tube 4, can be arranged to the shape matched according to the profile of pile tube 4.
In the present embodiment, anchor ear 1 takes the shape of the letter U, and is processed by whole piece round steel, includes the linkage section 14 at laminating section 11 and two ends.Laminating section
11 shapes and the profile of pile tube 4 match, curved for being fitted with pile tube 4, in order to increase laminating section 11 and pile tube 4
Fitting area, the section 11 that will fit is arranged to flat horizontal surface 12 with the side that pile tube 4 fits, in addition, being cased with preventing in laminating section 11
Sliding sleeve pipe bar 13, anti-skidding sleeve pipe bar 13 is adopted to be made up of band emptying aperture shape wear-resisting type high elastic rubber, and thickness is 3 millimeters, by anti-skidding
Sleeve pipe bar 13 increases the frictional force of anchor ear 1 and the outer wall of pile tube 4, is combined by flat horizontal surface 12 and anti-skidding sleeve pipe bar 13, improves and embraces
The fastness that hoop 1 is fitted with pile tube 4.The linkage section 14 at two ends is parallel vertical bar shaped, and the top of connection end is provided in round
Thread 15.
Outrigger 2 is processed using 8# channel-section steels, in strip, and the larger one side of its area is used to be close to pile tube 4.Outrigger
2 are provided with the hole position passed through for two linkage sections 14, and hole position uses slotted hole, and the linkage section 14 at the two ends of anchor ear 1 passes through outrigger 2, and
Fixed by fastener 21, fastener 21 includes two plain cushions, a spring pad and one and circular thread 15 installed successively
The nut matched, after linkage section 14 passes through outrigger 2, is inserted in linkage section 14, and screw in nut successively by plain cushion and spring pad
Fixed, anchor ear 1 forms the closed loop for holding pile tube 4 tightly after being fixed with outrigger 2.From the fixing point of linkage section 14 to the same side of outrigger 2
One section of end is cantilever segment, and the length of cantilever segment is no less than 40 centimetres.
The upper limb of the both sides of outrigger 2 is respectively welded retaining collar 22, and retaining collar 22 is curved using common steel tube or band iron
Ring-type is processed, and the diameter of bore of retaining collar 22 is more than 5 millimeters of 3 diameter of pipe beam.The quantity of retaining collar 22 per side
At least two, in the present embodiment, per side on the quantity of retaining collar 22 be two, one of retaining collar 22 is welded
In the end of outrigger 2, another retaining collar 22 is welded to apart from the position of at least 30 centimetres of end retaining collar 22, so that pipe
The length that beam 3 is fixed by retaining collar 22 is no less than 30 centimetres, to ensure the fastness of pipe beam 3.The fixed cover of each side end
The top of ring 22 offers bolt hole, nut 23 is welded with the position of bolt hole, and worn on bolt hole by nut 23
If fixing bolt 24.It is of course also possible to save nut 23, screw thread is arranged on bolt hole inwall.In addition, in order to improve fixation
Intensity, bolt hole can be opened up on multiple retaining collars 22 and corresponding fixing bolt 24 is set, for locking tube beam.
Pipe beam 3 uses long strip type steel tubular beam, and two pipe beams 3 are each passed through the retaining collar 22 of the both sides of outrigger 2, penetrate length
Not less than 30 centimetres, then it is fixed in by the bolt 24 that is tightened on outrigger 2.Between pipe beam 3 and retaining collar 22
Only 5 millimeters of gap, fixing bolt 24 only needs to that the stroke of very little is i.e. lockable and release pipe beam 3.
During operation, anchor ear 1 is fitted in the outer surface of pile tube 4, and anchor ear 1 is passed through outrigger 2, is made between anchor ear 1 and outrigger 2
The closed loop for holding pile tube 4 tightly is formed, then both are fixed by tightening nut, two pipe beams 3 are then each passed through 2 liang of outrigger
The retaining collar 22 of side, and fixed pipe beam 3 by tightening fixing bolt 24, you can complete the installation of anchor ear device.The present invention
Described anchor ear device, is fixedly connected, the spy with installation and removal simple and fast in the process of installation using bolt, nut
Point, in addition, the closed loop stress that anchor ear 1 is formed after being fixed with outrigger 2 is reliable, laminating section 11 has the setting of flat horizontal surface 12, increase
Contact area, is inserted in after anti-skidding sleeve pipe bar 13, more increases the frictional force between anchor ear 1 and pile tube 4, with solid and reliable spy
Point.
As shown in figure 4, when building pile tube operating platform, the anchor ear device, Ran Hou are respectively mounted on many root canal piles 4
A group platform plate 5 is respectively set up between two adjacent pile tubes 4, the quantity per group platform plate 5 is two pieces, be to separate side by side with pile tube 4
Ride upon between two pile tubes 4, setting up with the pipe beam 3 of the anchor ear device on adjacent two pile tube 4 for landing slab 5 is hard point, will be flat
The two ends of platen 5 are ridden upon on pipe beam 3, you can complete building for the operating platform of pile tube 4.In other words, by the anchor ear device, only
Need to ride upon landing slab 5 and building for pile tube operating platform can be completed on anchor ear device, with simple and quick spy
Point.
Embodiment two：
As shown in figure 5, embodiment two from unlike embodiment one：The quantity of pipe beam 3 is one, and only in outrigger 2
Left side is welded and fixed the collar 22, and pipe beam 3 is through the left side retaining collar 22 of outrigger 2 and fixes, and builds adjacent during pile tube operating platform
It is only capable of setting up one piece of landing slab 5 between two pile tubes 4.In addition, other guide is identical with the content of embodiment one.
The present invention has been used successfully to Xuwen County of Guangdong carp pool photovoltaic project, and achieves corresponding effect.
In summary, such as specification and diagramatic content actual sample is made and through test is used for multiple times in the present invention, from making
Seen with the effect of test, the provable present invention can reach its desired purpose, and practical value is unquestionable.It is provided above
Embodiment only illustrates the present invention for convenient, not makees any formal limitation, any affiliated technology neck to the present invention
Have usually intellectual in domain, if not departing from the range of the present invention carries technical characteristic, utilize disclosed technology
The equivalent embodiment for locally changing or modifying made by content, and without departing from the technical characteristic content of the present invention, still fall within
In the range of the technology of the present invention feature.
Claims (10)
1. a kind of anchor ear device for pile tube operating platform, it is characterised in that：Including anchor ear, outrigger and Guan Liang, the anchor ear
The profile of the linkage section of laminating section and two ends including middle part, laminating section shape and pile tube matches, for pile tube phase
Laminating, the outrigger is provided with the hole position passed through for linkage section, and the linkage section at the anchor ear two ends passes through outrigger, and passes through fastening
Part is fixed, and the anchor ear is formed after being fixed with outrigger and set on the closed loop for holding pile tube tightly, the side or both sides of the outrigger
There is retaining collar, the retaining collar of side offers bolt at least provided with two, and at least one retaining collar on side
Hole, is equipped with fixing bolt on bolt hole, and the Guan Liang is revolved through the retaining collar on outrigger side by fixing bolt
Fasten.
2. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The two of the outrigger
Retaining collar is equipped with side, the quantity of the Guan Liang is two, and two Guan Liang are each passed through the retaining collar of outrigger both sides, and
It is tightened by corresponding fixing bolt.
3. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The anchor ear is in
U-shaped, the laminating section is arc, and is flat horizontal surface with the side that pile tube fits, the linkage section at two ends is phase in laminating section
Parallel vertical bar shaped.
4. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The laminating section
On be cased with anti-skidding sleeve pipe bar.
5. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The connection end
Top be provided with circular thread, the fastener includes plain cushion, spring pad and the nut installed successively.
6. a kind of anchor ear device for pile tube operating platform according to claim 5, it is characterised in that：The plain cushion
Quantity is two.
7. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The outrigger exists
Nut is fixed with the position of bolt hole.
8. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：On the outrigger
Linkage section fixing point to one section of the same side end of outrigger be cantilever segment, the length of the cantilever segment is no less than 40 centimetres.
9. a kind of anchor ear device for pile tube operating platform according to claim 1, it is characterised in that：The Guan Liang quilts
The length that retaining collar is fixed is no less than 30 centimetres.
10. a kind of anchor ear device for pile tube operating platform according to claim any one of 1-9, it is characterised in that：
Also include at least two root canal piles and ride upon the landing slab between adjacent two pile tube, the anchor ear dress is installed on every root canal pile
Put, the two ends of the landing slab ride upon on the Guan Liang of the anchor ear device on adjacent two pile tube respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710586570.7A CN107246142A (en) | 2017-07-18 | 2017-07-18 | A kind of anchor ear device for pile tube operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710586570.7A CN107246142A (en) | 2017-07-18 | 2017-07-18 | A kind of anchor ear device for pile tube operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107246142A true CN107246142A (en) | 2017-10-13 |
Family
ID=60014229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710586570.7A Pending CN107246142A (en) | 2017-07-18 | 2017-07-18 | A kind of anchor ear device for pile tube operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107246142A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972527A (en) * | 2019-04-24 | 2019-07-05 | 中铁十二局集团有限公司 | A kind of pump pipe fixing device and bridge pier shaft suitable for bridge pier shaft |
| CN111424958A (en) * | 2020-05-21 | 2020-07-17 | 江苏南通二建集团有限公司 | Floor scaffold wall connecting piece and construction method thereof |
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| CN205039742U (en) * | 2015-10-23 | 2016-02-17 | 黄山睿基新能源科技有限公司 | Connection structure of solar photovoltaic support main shaft and cross arm |
| CN105952235A (en) * | 2016-06-08 | 2016-09-21 | 江苏神马电力股份有限公司 | Special-shaped cross arm and power transmission pole |
| CN207032842U (en) * | 2017-07-18 | 2018-02-23 | 广东水电二局股份有限公司 | A kind of anchor ear device for pile tube operating platform |
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2017
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2010100343A4 (en) * | 2010-04-14 | 2010-05-13 | Lemon, Clifford Mr | Scaffolding Support |
| CN202831591U (en) * | 2012-08-15 | 2013-03-27 | 中建钢构有限公司 | Special-shaped truss operation platform capable of hoisting to super high space |
| CN203559570U (en) * | 2013-11-11 | 2014-04-23 | 中建钢构有限公司北京分公司 | Operating platform for steel pipe support frame overhung on surrounding columns |
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| CN105952235A (en) * | 2016-06-08 | 2016-09-21 | 江苏神马电力股份有限公司 | Special-shaped cross arm and power transmission pole |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972527A (en) * | 2019-04-24 | 2019-07-05 | 中铁十二局集团有限公司 | A kind of pump pipe fixing device and bridge pier shaft suitable for bridge pier shaft |
| CN109972527B (en) * | 2019-04-24 | 2024-01-30 | 中铁十二局集团有限公司 | Pump pipe fixing device suitable for bridge pier shaft and bridge pier shaft |
| CN111424958A (en) * | 2020-05-21 | 2020-07-17 | 江苏南通二建集团有限公司 | Floor scaffold wall connecting piece and construction method thereof |
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Application publication date: 20171013 |