CN206986723U - A kind of anchor of load bearing ropes of cable crane parallel structure - Google Patents
A kind of anchor of load bearing ropes of cable crane parallel structure Download PDFInfo
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- CN206986723U CN206986723U CN201720389298.9U CN201720389298U CN206986723U CN 206986723 U CN206986723 U CN 206986723U CN 201720389298 U CN201720389298 U CN 201720389298U CN 206986723 U CN206986723 U CN 206986723U
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- anchor plate
- anchor
- plate band
- cable crane
- load bearing
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Abstract
The utility model provides a kind of anchor of load bearing ropes of cable crane parallel structure, it is made up of pre-buried part and the head-rope coupling part being connected with pre-buried part, the preburying part point includes anchor plate band, connection shaped steel, and the anchor plate band is made up of anchor plate band on the inside of two pieces of outside anchor plate bands and polylith.The anchor of the load bearing ropes of cable crane parallel structure is easy for installation, with high safety, reliable.Solve the problems, such as that joint is too many and installs inconvenient and quality and is difficult to ensure card during the cable crane track cable parallel-connection structure in construction.
Description
Technical field
The utility model belongs to cable crane technical field of construction, and in particular to a kind of load bearing ropes of cable crane parallel structure
Anchor.
Background technology
, need to be by hoisting cable anchorage when load bearing ropes of cable crane is using being arranged in parallel between each track cable independently of each other
On independent device.But when the load increase on head-rope, the pulling force that anchor is born also accordingly increase, such as used
Separate anchor, then it can not meet resistance to plucking requirement.
It is more relative to tandem using the anchor point of head-rope when being arranged in parallel, and in order to ensure stress in structure
Uniformity, it is desirable to anchor points are as far as possible parallel.And the particularly cable crane anchor system of large-tonnage, more anchor point position
Very big problem is all brought to construction and quality assurance.
Utility model content
The purpose of this utility model is that joint is installed not too much during cable crane track cable parallel-connection structure in construction for solution
The problem of convenient and quality is difficult to ensure card.
Therefore, the utility model provides a kind of anchor of load bearing ropes of cable crane parallel structure, by pre-buried part
The head-rope coupling part composition being connected with pre-buried part, the preburying part point includes anchor plate band, connection shaped steel, described
Anchor plate band is made up of anchor plate band on the inside of two pieces of outside anchor plate bands and polylith；
Anchor plate band is parallel to each other on the inside of two pieces of outside anchor plate bands and polylith, the connection shaped steel and anchoring
Steel plate strip is vertical, and the connection shaped steel passes through solid after the reserved opening of anchor plate band on the inside of outside anchor plate band and polylith
It is fixed, connected on the inside of two pieces of outsides anchor plate band, polylith between anchor plate band and connection shaped steel by stiffened steel plates
And respectively constitute right angled triangle.
The head-rope coupling part includes multiple gyroscope wheels, winding head-rope on the gyroscope wheel, described head-rope one end
Fixed around the rope body after gyroscope wheel with head-rope, two pieces of outside anchor plate bands are equal close to inner side anchor plate band side
Provided with a gyroscope wheel, the both sides of the inner side anchor plate band are equipped with a gyroscope wheel and interval setting.
The inner side anchor plate tape thickness is more than twice of outside anchor plate tape thickness.
The anchor plate band is provided with pin shaft hole, and the gyroscope wheel passes through the bearing pin in pin shaft hole and outside anchor plate
Band, inner side anchor plate band connection.
It is more than the two of revolution wheel diameter located at two gyroscope wheel spacing distances described in same on the anchor plate band of inner side
Times.
The pin shaft hole both sides are welded with reinforcement steel plate.
The beneficial effects of the utility model are：
The anchor of this load bearing ropes of cable crane parallel structure provided by the utility model, by separate two pieces
Anchor plate band forms side by side on the inside of outside anchor plate band and polylith, and every piece of steel plate strip one end sets gyroscope wheel, connects cable
Hang head-rope.One gyroscope wheel is set between per adjacent two pieces of independent steel plate strips, load bearing ropes of cable crane is connected, reduces connection
Independent steel plate strip quantity.It is with connection shaped steel that plurality of steel plates band connection is integral, ensure anchor stress performance.
The anchor of the load bearing ropes of cable crane parallel structure is easy for installation, with high safety, reliable.Solve and constructing
Joint installs the problem of inconvenient and quality is difficult to ensure card too much during middle cable crane track cable parallel-connection structure.
It is described in further details below in conjunction with accompanying drawing.
Brief description of the drawings
Fig. 1 is facade structures schematic diagram of the present utility model；
Fig. 2 is planar structure schematic diagram of the present utility model.
In figure：1st, outside anchor plate band；2nd, stiffened steel plates；3rd, shaped steel is connected；4th, reinforcement steel plate；5th, gyroscope wheel；6th, hold
Restrict again；7th, rope card；8th, bearing pin；9th, inner side anchor plate band.
Embodiment
Embodiment 1：
Present embodiments provide a kind of anchor of load bearing ropes of cable crane parallel structure, by pre-buried part and with it is pre-buried
The head-rope coupling part composition of part connection, the preburying part point include anchor plate band, connection shaped steel 3, the anchoring steel
Strip is made up of anchor plate band 9 on the inside of two pieces of outside anchor plate bands 1 and polylith；
Anchor plate band 9 is parallel to each other on the inside of two pieces of outsides anchor plate band 1 and polylith, the connection shaped steel 3 with
Anchor plate band is vertical, and the connection shaped steel 3 is opened through the reserved of anchor plate band 9 on the inside of outside anchor plate band 1 and polylith
It is fixed after mouthful, by putting more energy between anchor plate band 9 and connection shaped steel 3 on the inside of two pieces of outsides anchor plate band 1, polylith
Steel plate 2 connects and respectively constitutes right angled triangle.
The anchor of this load bearing ropes of cable crane parallel structure provided by the utility model, by separate two pieces
Anchor plate band 9 is formed side by side on the inside of outside anchor plate band 1 and polylith, and cable crane load-bearing is connected by head-rope coupling part
Rope 6, reduce the independent steel plate strip quantity of connection.With connection shaped steel 3 by plurality of steel plates band（Including two pieces of outside anchor plate bands 1
With anchor plate band 9 on the inside of polylith）Connect integral, guarantee anchor stress performance.
Embodiment 2：
On the basis of embodiment 1, it is parallel to present embodiments provide a kind of load bearing ropes of cable crane as shown in Figure 1 and Figure 2
The anchor of structure, the head-rope coupling part include multiple gyroscope wheels 5, winding head-rope 6 on the gyroscope wheel 5, described
The one end of head-rope 6 is fixed around the rope body after gyroscope wheel 5 with head-rope 6, and two pieces of outsides anchor plate band 1 is close to interior side anchor
Gu the side of steel plate strip 9 is equipped with a gyroscope wheel 5, the both sides of the inner side anchor plate band 9 be equipped with a gyroscope wheel 5 and
Every setting.
Per adjacent two pieces independent anchor plate bands（Including anchor plate on the inside of two pieces of outside anchor plate bands 1 and polylith
Band 9）Between a gyroscope wheel 5 is set, connect load bearing ropes of cable crane 6, reduce the independent steel plate strip quantity of connection.
The anchor of the load bearing ropes of cable crane parallel structure is easy for installation, with high safety, reliable.Solve and constructing
Joint installs the problem of inconvenient and quality is difficult to ensure card too much during middle cable crane track cable parallel-connection structure.
In the present embodiment, it is two pieces to connect shaped steel 3, using weldering between stiffened steel plates 2 and anchor plate and connection shaped steel 3
Connect in succession, spacing is 20cm between adjacent two pieces of stiffened steel plates 2.
Embodiment 3：
On the basis of embodiment 2, a kind of anchor of load bearing ropes of cable crane parallel structure is present embodiments provided,
Pre-buried part is made up of and reinforcement steel plate 4 outside anchor plate band 1, inner side anchor plate band 9, stiffened steel plates 2, connection shaped steel 3
Composition.
During processing, opening is being reserved on anchor plate band 9 on the inside of two pieces of outside anchor plate bands 1 and polylith, then will even
Direct type steel 3 is each passed through first piece of outside anchor plate band 1, polylith inner side anchor plate band 9 and second piece of outside from top to bottom
Anchor plate band 1, is then welded to connect, and connection shaped steel 3 uses H250 × 250；Afterwards install stiffened steel plates 2, stiffened steel plates 2 with
Anchor plate（Including anchor plate band 9 on the inside of two pieces of outside anchor plate bands 1 and polylith）Using welding between connection shaped steel 3
Connect, spacing is 20cm between two pieces of stiffened steel plates 2.
Wherein, outside anchor plate band 1 uses 2mm steel plates, and the thickness of inner side anchor plate band 9 should be greater than outside and anchor
Twice of the thickness of steel plate strip 1.Each steel plate interband spacing is not less than 500mm, to meet the peace of two groups of gyroscope wheels 5 and head-rope 6
Dress.The expense axis hole on the solid steel plate strip 11 of outer side anchor and inner side anchor plate band 9, located at inner side anchor plate 9 described in same
Two spacing distances of gyroscope wheel 5 taken are more than twice of the diameter of gyroscope wheel 5.
The diameter of pin shaft hole is more than the diameter 2mm of bearing pin 8, to meet the installation of bearing pin 8.Bearing pin 8 is using both ends open
Form.In pin shaft hole both sides correspondence position weld reinforcement steel plate 4.
After entirety is processed into above-mentioned pre-buried part, pre-buried, pre-buried angle and load bearing ropes of cable crane 6 are carried out in anchorage construction
Angle is consistent.After the completion of pre-buried, before the traction of head-rope 6, pre-buried part and head-rope coupling part are installed by connecting pin,
Gyroscope wheel 5 is first installed, after the completion of gyroscope wheel 5 is fixed, penetrates bearing pin 8, when head-rope 6 is drawn, around gyroscope wheel 5, adjustment is held
Again after rope 6, block 7 fixations for carrying out head-rope 6 using multiple ropes.
In order to ensure the installation of follow-up bearing pin 8, the installation of gyroscope wheel 5 should be installed piece by piece from side to other side.
The part and the well-known components and common structure of the structure category industry or conventional that above example does not describe in detail
Means, do not describe one by one here.
Exemplified as above is only for example, not forming to the scope of protection of the utility model to of the present utility model
Limitation, it is every to be belonged to the same or analogous design of the utility model within protection scope of the present invention.
Claims (6)
- A kind of 1. anchor of load bearing ropes of cable crane parallel structure, it is characterised in that：By pre-buried part and with pre-buried part The head-rope coupling part composition of connection, the preburying part point include anchor plate band, connection shaped steel（3）, the anchor plate Band is by two pieces of outside anchor plate bands（1）With anchor plate band on the inside of polylith（9）Composition；Two pieces of outsides anchor plate band（1）With anchor plate band on the inside of polylith（9）It is parallel to each other, the connection shaped steel（3） It is vertical with anchor plate band, the connection shaped steel（3）Through outside anchor plate band（1）With anchor plate band on the inside of polylith（9） Reserved opening after fixed, two pieces of outsides anchor plate band（1）, anchor plate band on the inside of polylith（9）With being connected shaped steel（3） Between pass through stiffened steel plates（2）Connect and respectively constitute right angled triangle.
- A kind of 2. anchor of load bearing ropes of cable crane parallel structure according to claim 1, it is characterised in that：It is described Head-rope coupling part includes multiple gyroscope wheels（5）, the gyroscope wheel（5）Upper winding head-rope（6）, the head-rope（6）One end Around gyroscope wheel（5）Afterwards with head-rope（6）Rope body fix, it is described two pieces outside anchor plate band（1）Close to inner side anchoring steel Strip（9）Side is equipped with a gyroscope wheel（5）, the inner side anchor plate band（9）Both sides be equipped with a gyroscope wheel（5） And it is arranged at intervals.
- A kind of 3. anchor of load bearing ropes of cable crane parallel structure according to claim 1, it is characterised in that：It is described Inner side anchor plate band（9）Thickness is more than outside anchor plate band（1）Twice of thickness.
- A kind of 4. anchor of load bearing ropes of cable crane parallel structure according to claim 2, it is characterised in that：It is described Anchor plate band is provided with pin shaft hole, the gyroscope wheel（5）Pass through the bearing pin in pin shaft hole and outside anchor plate band（1）, it is interior The solid steel plate strip of side anchor（9）Connection.
- A kind of 5. anchor of load bearing ropes of cable crane parallel structure according to claim 4, it is characterised in that：It is located at Inner side anchor plate band described in same（9）On two gyroscope wheels（5）Spacing distance is more than gyroscope wheel（5）Twice of diameter.
- A kind of 6. anchor of load bearing ropes of cable crane parallel structure according to claim 4, it is characterised in that：It is described Pin shaft hole both sides are welded with reinforcement steel plate（4）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720389298.9U CN206986723U (en) | 2017-04-14 | 2017-04-14 | A kind of anchor of load bearing ropes of cable crane parallel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720389298.9U CN206986723U (en) | 2017-04-14 | 2017-04-14 | A kind of anchor of load bearing ropes of cable crane parallel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206986723U true CN206986723U (en) | 2018-02-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720389298.9U Active CN206986723U (en) | 2017-04-14 | 2017-04-14 | A kind of anchor of load bearing ropes of cable crane parallel structure |
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| CN (1) | CN206986723U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110387817A (en) * | 2019-08-14 | 2019-10-29 | 四川路桥华东建设有限责任公司 | Meet the main track cable layered arrangement system and method for CABLEWAY ERECTION SYSTEM in narrow space tunnel anchorage |
-
2017
- 2017-04-14 CN CN201720389298.9U patent/CN206986723U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110387817A (en) * | 2019-08-14 | 2019-10-29 | 四川路桥华东建设有限责任公司 | Meet the main track cable layered arrangement system and method for CABLEWAY ERECTION SYSTEM in narrow space tunnel anchorage |
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