CN107190999A - A kind of multi-functional anchor ear of pin and preparation method thereof - Google Patents
A kind of multi-functional anchor ear of pin and preparation method thereof Download PDFInfo
- Publication number
- CN107190999A CN107190999A CN201710351236.3A CN201710351236A CN107190999A CN 107190999 A CN107190999 A CN 107190999A CN 201710351236 A CN201710351236 A CN 201710351236A CN 107190999 A CN107190999 A CN 107190999A
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- half hoop
- steel
- arc half
- channel
- bolt hole
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0248—Increasing or restoring the load-bearing capacity of building construction elements of elements made of wood
Abstract
The present invention announces a kind of multi-functional anchor ear of pin and preparation method thereof, the multi-functional anchor ear of pin includes left arc half hoop and right arc half hoop, the two ends of left arc half hoop and right arc half hoop are equipped with otic placode, otic placode is conllinear with the string of left arc half hoop or right arc half hoop two end point connecting line, and left arc half hoop is fixedly connected with the otic placode of right arc half hoop homonymy；Channel-section steel, channel-section steel and the vertical symmetrical overlapping of axles of left arc half hoop are fixed with the lateral wall of left arc half hoop, the two ends of the lateral wall of channel-section steel are arranged with L-shaped angle steel, and L-shaped angle steel is formed by two angle steel vertical weldings；Eccentric circular ring steel band is fixed with the lateral wall of right arc half hoop, the two ends of eccentric circular ring steel band are respectively equipped with riser, riser is overlapped with the normal of eccentric circular ring steel band, and the horizontal symmetry axis of eccentric circular ring steel band, which is provided with outside banding duct, banding duct, is fixed with many bolt hole channel-section steels.The multi-functional anchor ear of the pin can be used for pin reinforcing, can provide mounting bracket or platform simultaneously for timber buildings monitoring device again.
Description
Technical field
The present invention relates to structural engineering technical field, and in particular to a kind of multi-functional anchor ear of pin and its making side
Method.
Background technology
Timber buildings are long in the developing history of China, and it is made up of components such as post, beam, purlin, a tree, used in making timber for boats.The wood knot of China
Structure ancient building tends to be ripe to the Tang Dynasty, and official wood structure building way, Yin Qiling is more systematically determined into the Song Yuan period of Ming and Qing
Construction style, rational layout, the suitable building scale of construction and exquisite finishing living enjoys high reputation in the world.To 20th century 80
Age, due to China's forest resourceies shortage, so that timber structure was once being interrupted in the application of China.In recent years, as external wood is tied
Structure house enters Chinese market, has benefited from that timber structure convenient material drawing, strong adaptability, anti-seismic performance are good, speed of application is fast, be easy to repair
Copy the advantages such as resettlement, timber buildings are widely valued by people again.But wooden component is inflammable, easy to crack, worm apt to rot
The mechanical property shortcomings such as physical property defect and yielding, transposition such as moth also can not be ignored, particularly when above-mentioned damage occurs
In main bearing member-pin, it is most likely that cause the total Collapse of timber buildings.Therefore, in time to there is damage
Pin carries out reinforcement and strengthening, while the health monitoring strengthened to pin is particularly important, particularly earthquake motion monitoring, humiture are supervised
Survey, pin tilts monitoring and video monitoring etc..
Therefore need to provide multi-functional anchor ear of a kind of pin and preparation method thereof, the multi-functional anchor ear of the pin can be used for wood
Post is reinforced, and can provide mounting bracket or platform simultaneously for timber buildings monitoring device again.
The content of the invention
It can be used to pin the technical problem to be solved in the present invention is to provide one kind reinforce, can be again timber buildings simultaneously
Monitoring device provides the multi-functional anchor ear of pin of mounting bracket or platform.
In order to solve the above technical problems, the present invention uses following technical proposals：
A kind of multi-functional anchor ear of pin, including left arc half hoop and right arc half hoop, the left arc half hoop and right arc
The two ends of half hoop are equipped with otic placode, and the otic placode is conllinear with the string of left arc half hoop or right arc half hoop two end point connecting line, described
Left arc half hoop is fixedly connected with the otic placode of right arc half hoop homonymy；Groove is fixed with the lateral wall of the left arc half hoop
Steel, the channel-section steel and the vertical symmetrical overlapping of axles of left arc half hoop, the two ends of the lateral wall of the channel-section steel are arranged with L-shaped angle
Steel, the L-shaped angle steel is formed by two angle steel vertical weldings；Eccentric circular ring steel is fixed with the lateral wall of the right arc half hoop
Band, the two ends of the eccentric circular ring steel band are respectively equipped with riser, and the riser is overlapped with the normal of eccentric circular ring steel band, the eccentric circular ring
The horizontal symmetry axis of steel band is provided with outside banding duct, the banding duct and is fixed with many bolt hole channel-section steels.
Preferably, the central angle of the left arc half hoop and right arc half hoop is 170 °.
Preferably, two row otic placode bolts hole are respectively equipped with the otic placode, by bolt by left arc half hoop and right arc
The otic placode bolt hole of the otic placode of half hoop homonymy is fixedly connected.
Preferably, the L-shaped angle steel includes horizontal angle steel and vertical angle steel, the vertical angle steel side wall parallel with channel-section steel
A row channel-section steel and L-shaped angle steel bolt hole are provided with, the horizontal side wall of the horizontal angle steel is provided with earthquake motion monitoring device bolt
Hole, the upright side walls of the horizontal angle steel are provided with Y-direction inclinometer bolt hole.The horizontal side wall of horizontal angle steel is installation pin
Health monitoring sensor provides mounting platform and support, and the mounting platform is parallel to the ground, meets earthquake motion monitoring device
The installation of middle tri- direction vibration pickups of X, Y, Z.
Preferably, the channel-section steel is arranged with two row channel-section steels and L-shaped angle steel bolt hole by symmetry axis of vertical center line, passes through
L-shaped angle steel bolt hole 11 on L-shaped angle steel is connected by bolt with the channel-section steel on channel-section steel and L-shaped angle steel bolt hole interference；The groove
Steel is arranged with two X-direction inclinometer bolts hole by symmetry axis of vertical center line.X-direction inclinometer bolt hole on channel-section steel and
Y-direction inclinometer bolt hole in the upright side walls of horizontal angle steel is mutually perpendicular in position, can meet X, Y both direction post
The installation of inclinator.
Preferably, the central angle of the eccentric circular ring steel band is less than the central angle of right arc half hoop.
Preferably, the quantity of many bolt hole channel-section steels is one or more.
Preferably, many bolt hole channel-section steels are provided with bolt hole group.Many bolt hole channel-section steels sense for pin health monitoring
Device provides mounting bracket, and the bolt hole group on many bolt hole channel-section steels installs while can meeting multiple instrument and equipments, comprising regarding
Frequency monitoring device, Temperature Humidity Sensor etc..
Preferably, the inner side of the eccentric circular ring steel band is provided with backing plate, and the backing plate is provided with backing plate bolt hole, leads to
Bolt-through backing plate bolt hole, banding duct and bolt hole group is crossed to consolidate backing plate, eccentric circular ring steel band and many bolt hole channel-section steels
Fixed connection.Many bolt hole channel-section steels can adjust its horizontal level by the banding duct on eccentric circular ring steel band, reach regulation
The purposes such as level monitoring angle, in the shade backlight.
The invention solves the problems that another technical problem be to provide the preparation method of the multi-functional anchor ear of pin a kind of.
In order to solve the above technical problems, the present invention uses following technical proposals：
A kind of preparation method of the multi-functional anchor ear of pin, the preparation method comprises the following steps：
Step 1), process left arc half hoop and right arc half hoop, and eccentric circular ring steel band：By veneer reeling machine make formed objects and
Symmetrical left arc half hoop and right arc half hoop, the central angle of the left arc half hoop and right arc half hoop is 170 °, by roll bending
Mechanism makees eccentric circular ring steel band, and the central angle of the eccentric circular ring steel band is less than the central angle of right arc half hoop, and left arc half hoop,
Reserve respectively without round as a ball steel plate at the two ends of right arc half hoop and eccentric circular ring steel band；
Step 2), processing otic placode and riser：By left arc half hoop and right arc half hoop two ends without round as a ball steel plate bending shape
Into the otic placode, by eccentric circular ring steel band two ends without round as a ball steel plate bending into the riser, the otic placode and left arc half hoop or
The string of right arc half hoop two end point connecting line is conllinear, and the riser is overlapped with the normal of eccentric circular ring steel band；
Step 3), weld channel-section steel in left arc half hoop：The channel-section steel and the vertical symmetrical overlapping of axles of left arc half hoop；
Step 4), weld L-shaped angle steel：Horizontal angle steel and vertical angle steel right angle are welded into L-shaped angle steel, and the L relatively
Shape angle steel is symmetrical a pair, vibration monitoring equipment bolt hole is configured in the horizontal side wall of horizontal angle steel, in transverse direction
Y-direction inclinometer bolt hole is set in the upright side walls of angle steel；
Step 5), L-shaped angle steel is connected on channel-section steel：Channel-section steel is symmetrical arranged two row channel-section steels and L by symmetry axis of vertical center line
Shape angle steel bolt hole, the channel-section steel is symmetrical arranged two X-direction inclinometer bolts hole by symmetry axis of vertical center line, described vertical
The angle steel side wall parallel with channel-section steel is provided with a row channel-section steel and L-shaped angle steel bolt hole, by bolt by the L-shaped angle on L-shaped angle steel
Steel bolt hole is connected with the channel-section steel on channel-section steel and L-shaped angle steel bolt hole interference；
Step 6), mill out banding duct at eccentric circular ring steel band horizontal symmetry axis：The arc length in the banding duct is less than institute
State the arc length of eccentric circular ring steel band；
Step 7), eccentric circular ring steel band is welded in right arc half hoop：The vertical center line of eccentric circular ring steel band and the circular arc
The vertical center line of shape half hoop is overlapped；
Step 8), many bolt hole channel-section steels are installed on eccentric circular ring steel band：The inner side of the eccentric circular ring steel band is provided with backing plate,
Bolt hole group is disposed with many bolt hole channel-section steels, is bolted with the eccentric circular ring steel band, the bolt-through back of the body
Backing plate, eccentric circular ring steel band are fixedly connected by backing plate bolt hole, banding duct with bolt hole group with many bolt hole channel-section steels；
Step 9), connect left arc half hoop and right arc half hoop：Otic placode bolt hole is respectively equipped with the otic placode, passes through spiral shell
Left arc half hoop is fixedly connected by bolt with the otic placode bolt hole of the otic placode of right arc half hoop homonymy.
Beneficial effects of the present invention are as follows：
Multi-functional anchor ear of a kind of pin of the present invention and preparation method thereof is as a result of above technical scheme, relative to existing
Some pin anchor ear and monitoring support, the present invention have advantages below：
1. a kind of multi-functional anchor ear functionally multi-functional unification of the present invention, can be used for pin reinforcing, again can be simultaneously
Mounting bracket or platform are provided for timber buildings monitoring device；
2. the channel-section steel and L-shaped angle steel assembly in a kind of left arc half hoop of the multi-functional anchor ear of pin of the present invention can expire
The installation of tri- direction vibration pickups of X, Y, Z in sufficient earthquake motion monitoring device, can meet the peace of X, Y both direction post inclinator again
Dress；
3. the eccentric circular ring steel band in a kind of right arc half hoop of the multi-functional anchor ear of pin of the present invention has banding duct, can
As slideway, many bolt hole channel-section steels mounted thereto possess position-adjustable function, many bolt hole channel-section steels can for one or
Multiple, the bolt hole group on many bolt hole channel-section steels can install multiple, a variety of monitoring devices, including Hygrothermograph, monitoring probe
Deng, and vertical position regulation can be carried out as needed；
4. a kind of multi-functional anchor ear construction of pin of the present invention is simple, bolt connection is flexibly high-strength, effectively prevent scene
The disaster hidden-trouble that welding may be brought, and all possess adjustable function in level, vertical direction.
Brief description of the drawings
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 shows a kind of structural representation of the multi-functional anchor ear of pin of the present invention.
Fig. 2 shows Fig. 1 A-A sectional views.
Fig. 3 shows Fig. 1 B-B sectional views.
Fig. 4 shows Fig. 1 C-C sectional views.
Fig. 5 shows a kind of three dimensional structure diagram of the multi-functional anchor ear of pin of the present invention.
Fig. 6 shows a kind of other direction three dimensional structure diagram of the multi-functional anchor ear of pin of the present invention.
Each mark is as follows in figure：The left arc half hoops of 1-, the right arc half hoops of 2-, 3- channel-section steels, 4-L shape angle steel, 5- eccentric circular ring steel
Band, many bolt hole channel-section steels of 6-, 7- otic placodes, 8- risers, 9- backing plates, 10- otic placode bolts hole, 11- channel-section steels and L-shaped angle steel bolt
Hole, 12- backing plate bolts hole, 13- earthquake motion monitoring device bolts hole, 14- bandings duct, 15- bolts hole group, 16-X inclines in direction
Count bolt hole, 17-Y directions inclinometer bolt hole in angle.
Embodiment
In order to illustrate more clearly of the present invention, the present invention is done further with reference to preferred embodiments and drawings
It is bright.Similar part is indicated with identical reference in accompanying drawing.It will be appreciated by those skilled in the art that institute is specific below
The content of description is illustrative and be not restrictive, and should not be limited the scope of the invention with this.
As shown in figs 1 to 6, the multi-functional anchor ear of a kind of pin, including left arc half hoop 1 and right arc half hoop 2, the left side
The central angle of arc half hoop 1 and right arc half hoop 2 is 170 °.
The two ends of the left arc half hoop 1 and right arc half hoop 2 are equipped with otic placode 7, the otic placode 7 and left arc half hoop 1
Or the string of the right two end point connecting line of arc half hoop 2 is conllinear, the otic placode 7 of the left arc half hoop 1 and the right homonymy of arc half hoop 2, which is fixed, to be connected
Connect.Specifically, two row otic placode bolts hole 10 are respectively equipped with the otic placode 7, by bolt by left arc half hoop 1 and right arc half
The otic placode bolt hole 10 for binding round the otic placode 7 of 2 homonymies is fixedly connected.
Channel-section steel 3 is fixed with the lateral wall of the left arc half hoop 1, the channel-section steel 3 is vertical right with left arc half hoop 1
Claim overlapping of axles, the two ends of the lateral wall of the channel-section steel 3 are arranged with L-shaped angle steel 4, and the L-shaped angle steel 4 is by two angle steel vertical weldings
Connect and form.
The L-shaped angle steel 4 includes setting on horizontal angle steel and vertical angle steel, the vertical angle steel side wall parallel with channel-section steel 3
There are a row channel-section steel and L-shaped angle steel bolt hole 11, the horizontal side wall of the horizontal angle steel is provided with earthquake motion monitoring device bolt hole
13, the upright side walls of the horizontal angle steel are provided with Y-direction inclinometer bolt hole 17.
The channel-section steel 3 is arranged with two row channel-section steels and L-shaped angle steel bolt hole 11 by symmetry axis of vertical center line, passes through bolt
L-shaped angle steel bolt hole 11 on L-shaped angle steel 4 is connected with the channel-section steel on channel-section steel 3 and the interference of L-shaped angle steel bolt hole 11；The groove
Steel 3 is arranged with two X-direction inclinometer bolts hole 16 by symmetry axis of vertical center line.
The horizontal side wall of horizontal angle steel provides mounting platform and support to install pin health monitoring sensor, the installation
Platform is parallel to the ground, meets the installation of tri- direction vibration pickups of X, Y, Z in earthquake motion monitoring device.Earthquake on the platform
Dynamic monitoring device bolt hole 13 is used to install regularly vibration monitoring equipment.
X-direction inclinometer bolt hole 16 on channel-section steel and the Y-direction inclinometer bolt hole in the upright side walls of horizontal angle steel
17 are mutually perpendicular in position, can meet the installation of X, Y both direction post inclinator.
Eccentric circular ring steel band 5, the two ends point of the eccentric circular ring steel band 5 are fixed with the lateral wall of the right arc half hoop 2
Not She You riser 8, the riser 8 overlaps with the normal of eccentric circular ring steel band 5, and the central angle of the eccentric circular ring steel band 5 is less than right arc
The central angle of shape half hoop 2.
The horizontal symmetry axis of the eccentric circular ring steel band 5 is provided with outside banding duct 14, the banding duct 14 and is fixed with
Many bolt hole channel-section steels 6, the quantity of many bolt hole channel-section steels 6 is one or more, and many bolt hole channel-section steels 6 are provided with bolt
Hole group 15.
The inner side of the eccentric circular ring steel band 5 is provided with backing plate 9, and the backing plate 9 is provided with backing plate bolt hole 12, passed through
Bolt-through backing plate bolt hole 12, banding duct 14 and bolt hole group 15 are by backing plate 9, eccentric circular ring steel band 5 and many bolts hole
Channel-section steel 6 is fixedly connected.
Many bolt hole channel-section steels 6 can adjust its horizontal level by the banding duct 14 on eccentric circular ring steel band 5, reach
Adjust the purposes such as level monitoring angle, in the shade backlight.
A kind of preparation method of the multi-functional anchor ear of pin, the preparation method comprises the following steps：
Step 1), process left arc half hoop 1 and right arc half hoop 2, and eccentric circular ring steel band 5：Make identical big by veneer reeling machine
Small and symmetrical left arc half hoop 1 and right arc half hoop 2, the central angle of the left arc half hoop 1 and right arc half hoop 2 is
170 °, eccentric circular ring steel band 5 is made by veneer reeling machine, the central angle of the eccentric circular ring steel band 5 is less than the central angle of right arc half hoop 2,
And reserved respectively without round as a ball steel plate at the two ends of left arc half hoop 1, right arc half hoop 2 and eccentric circular ring steel band 5；
Step 2), processing otic placode 7 and riser 8：By the curved without round as a ball steel plate of left arc half hoop 1 and the right two ends of arc half hoop 2
Folding forms the otic placode 7, by the two ends of eccentric circular ring steel band 5 without round as a ball steel plate bending into the riser 8, the otic placode 7 and left arc
The string of shape half hoop 1 or the right two end point connecting line of arc half hoop 2 is conllinear, and the riser 8 is overlapped with the normal of eccentric circular ring steel band 5；
Step 3), channel-section steel 3 is welded in left arc half hoop 1：The channel-section steel 3 and the vertical symmetry axis weight of left arc half hoop 1
Close；
Step 4), welding L-shaped angle steel 4：Horizontal angle steel and vertical angle steel right angle are welded into L-shaped angle steel 4 relatively, and it is described
L-shaped angle steel 4 is symmetrical a pair, and vibration monitoring equipment bolt hole 13 is configured in the horizontal side wall of horizontal angle steel,
Y-direction inclinometer bolt hole 17 is set in the upright side walls of horizontal angle steel；
Step 5), L-shaped angle steel 4 is connected on channel-section steel 3：Channel-section steel 3 is symmetrical arranged two row channel-section steels by symmetry axis of vertical center line
With L-shaped angle steel bolt hole 11, the channel-section steel 3 is symmetrical arranged two X-direction inclinometer bolts hole 16 by symmetry axis of vertical center line,
The vertical angle steel side wall parallel with channel-section steel 3 is provided with a row channel-section steel and L-shaped angle steel bolt hole 11, by bolt by L-shaped angle
L-shaped angle steel bolt hole 11 on steel 4 is connected with the channel-section steel on channel-section steel 3 and the interference of L-shaped angle steel bolt hole 11；
Step 6), mill out banding duct 14 at the horizontal symmetry axis of eccentric circular ring steel band 5：The arc length in the banding duct 14 is small
In the arc length of the eccentric circular ring steel band 5；
Step 7), eccentric circular ring steel band 5 is welded in right arc half hoop 2：The vertical center line of the eccentric circular ring steel band 5 and the circle
The vertical center line of arc half hoop 2 is overlapped；
Step 8), many bolt hole channel-section steels 6 are installed on eccentric circular ring steel band 5：The inner side of the eccentric circular ring steel band 5 is provided with back pad
Bolt hole group 15 is disposed with plate 9, many bolt hole channel-section steels, is bolted with the eccentric circular ring steel band 5, the bolt
Through backing plate bolt hole 12, banding duct 14 and bolt hole group 15 by backing plate 9, eccentric circular ring steel band 5 and many bolt hole channel-section steels 6
It is fixedly connected；
Step 9), connect left arc half hoop 1 and right arc half hoop 2：Otic placode bolt hole 10 is respectively equipped with the otic placode 7,
Left arc half hoop 1 is fixedly connected with the otic placode bolt hole 10 of the otic placode 7 of the right homonymy of arc half hoop 2 by bolt.
Obviously, the above embodiment of the present invention is only intended to clearly illustrate example of the present invention, and is not pair
The restriction of embodiments of the present invention, for those of ordinary skill in the field, may be used also on the basis of the above description
To make other changes in different forms, all embodiments can not be exhaustive here, it is every to belong to this hair
Row of the obvious changes or variations that bright technical scheme is amplified out still in protection scope of the present invention.
Claims (10)
1. a kind of multi-functional anchor ear of pin, it is characterised in that：Including left arc half hoop (1) and right arc half hoop (2), the left arc
The two ends of shape half hoop (1) and right arc half hoop (2) are equipped with otic placode (7), the otic placode (7) and left arc half hoop (1) or right arc
The string of shape half hoop (2) two end point connecting line is conllinear, and the otic placode (7) of the left arc half hoop (1) and right arc half hoop (2) homonymy is fixed
Connection；
Channel-section steel (3) is fixed with the lateral wall of the left arc half hoop (1), the channel-section steel (3) is perpendicular with left arc half hoop (1)
To symmetrical overlapping of axles, the two ends of the lateral wall of the channel-section steel (3) are arranged with L-shaped angle steel (4), and the L-shaped angle steel (4) is by two
Angle steel vertical welding is formed；
Eccentric circular ring steel band (5), the two ends of the eccentric circular ring steel band (5) are fixed with the lateral wall of the right arc half hoop (2)
Riser (8) is respectively equipped with, the riser (8) overlaps with the normal of eccentric circular ring steel band (5), the level of the eccentric circular ring steel band (5)
Symmetry axis is provided with banding duct (14), and many bolt hole channel-section steels (6) are fixed with outside the banding duct (14).
2. multi-functional anchor ear of a kind of pin according to claim 1 and preparation method thereof, it is characterised in that：The left arc
The central angle of half hoop (1) and right arc half hoop (2) is 170 °.
3. multi-functional anchor ear of a kind of pin according to claim 2 and preparation method thereof, it is characterised in that：The otic placode
(7) two row otic placode bolts hole (10) are respectively equipped with, by bolt by left arc half hoop (1) and right arc half hoop (2) homonymy
The otic placode bolt hole (10) of otic placode (7) is fixedly connected.
4. multi-functional anchor ear of a kind of pin according to claim 1 and preparation method thereof, it is characterised in that：The L-shaped angle
Steel (4) includes horizontal angle steel and vertical angle steel, and the vertical angle steel side wall parallel with channel-section steel (3) is provided with a row channel-section steel and L
Shape angle steel bolt hole (11), the horizontal side wall of the horizontal angle steel is provided with earthquake motion monitoring device bolt hole (13), the horizontal stroke
Y-direction inclinometer bolt hole (17) is provided with to the upright side walls of angle steel.
5. multi-functional anchor ear of a kind of pin according to claim 4 and preparation method thereof, it is characterised in that：The channel-section steel
(3) two row channel-section steels and L-shaped angle steel bolt hole (11) are arranged with by symmetry axis of vertical center line, by bolt by L-shaped angle steel (4)
On L-shaped angle steel bolt hole (11) be connected with the channel-section steel on channel-section steel (3) and L-shaped angle steel bolt hole (11) interference；
The channel-section steel (3) is arranged with two X-direction inclinometer bolts hole (16) by symmetry axis of vertical center line.
6. multi-functional anchor ear of a kind of pin according to claim 1 and preparation method thereof, it is characterised in that：The eccentric circular ring
The central angle of steel band (5) is less than the central angle of right arc half hoop (2).
7. multi-functional anchor ear of a kind of pin according to claim 6 and preparation method thereof, it is characterised in that：Many bolts
The quantity of hole slot steel (6) is one or more.
8. multi-functional anchor ear of a kind of pin according to claim 7 and preparation method thereof, it is characterised in that：Many bolts
Hole slot steel (6) is provided with bolt hole group (15).
9. multi-functional anchor ear of a kind of pin according to claim 8 and preparation method thereof, it is characterised in that：The eccentric circular ring
The inner side of steel band (5) is provided with backing plate (9), and the backing plate (9) is provided with backing plate bolt hole (12), carried on the back by bolt-through
Backing plate bolt hole (12), banding duct (14) and bolt hole group (15) are by backing plate (9), eccentric circular ring steel band (5) and many bolts hole
Channel-section steel (6) is fixedly connected.
10. a kind of preparation method of the multi-functional anchor ear of pin according to claim 1-9, it is characterised in that：The making side
Method comprises the following steps：
Step 1), process left arc half hoop (1) and right arc half hoop (2), and eccentric circular ring steel band (5)：Make identical by veneer reeling machine
The circle of size and symmetrical left arc half hoop (1) and right arc half hoop (2), the left arc half hoop (1) and right arc half hoop (2)
Heart angle is 170 °, and eccentric circular ring steel band (5) is made by veneer reeling machine, and the central angle of the eccentric circular ring steel band (5) is less than right arc half hoop
(2) central angle, and reserved respectively without rolling at the two ends of left arc half hoop (1), right arc half hoop (2) and eccentric circular ring steel band (5)
Round plate；
Step 2), processing otic placode (7) and riser (8)：By left arc half hoop (1) and right arc half hoop (2) two ends without round as a ball steel
Plate is bent to form the otic placode (7), by eccentric circular ring steel band (5) two ends without round as a ball steel plate bending into the riser (8), the ear
Plate (7) is conllinear with the string of left arc half hoop (1) or right arc half hoop (2) two end point connecting line, the riser (8) and eccentric circular ring steel band
(5) normal is overlapped；
Step 3), channel-section steel (3) is welded on left arc half hoop (1)：The channel-section steel (3) is vertical symmetrical with left arc half hoop (1)
Overlapping of axles；
Step 4), welding L-shaped angle steel (4)：Horizontal angle steel and vertical angle steel right angle are welded into L-shaped angle steel (4) relatively, and it is described
L-shaped angle steel (4) is symmetrical a pair, and vibration monitoring equipment bolt hole is configured in the horizontal side wall of horizontal angle steel
(13) Y-direction inclinometer bolt hole (17), is set in the upright side walls of horizontal angle steel；
Step 5), L-shaped angle steel (4) is connected on channel-section steel (3)：Channel-section steel (3) is symmetrical arranged two row grooves by symmetry axis of vertical center line
Steel and L-shaped angle steel bolt hole (11), the channel-section steel (3) are symmetrical arranged two X-direction inclinometer spiral shells by symmetry axis of vertical center line
Keyhole (16), the vertical angle steel side wall parallel with channel-section steel (3) is provided with a row channel-section steel and L-shaped angle steel bolt hole (11), leads to
Bolt is crossed by the two row channel-section steels and L-shaped angle steel bolt hole on the outside of the L-shaped angle steel bolt hole (11) on L-shaped angle steel (4) and channel-section steel (3)
(11) interference is connected；
Step 6), mill out banding duct (14) at eccentric circular ring steel band (5) horizontal symmetry axis：The arc length of the banding duct (14)
Less than the arc length of the eccentric circular ring steel band (5)；
Step 7), eccentric circular ring steel band (5) is welded on right arc half hoop (2)：The vertical center line of the eccentric circular ring steel band (5) with it is described
The vertical center line of circular arc half hoop (2) is overlapped；
Step 8), many bolt hole channel-section steels (6) are installed on eccentric circular ring steel band (5)：The inner side of the eccentric circular ring steel band (5) is provided with the back of the body
Bolt hole group (15) is disposed with backing plate (9), many bolt hole channel-section steels, is bolted with the eccentric circular ring steel band (5),
The bolt-through backing plate bolt hole (12), banding duct (14) and bolt hole group (15) are by backing plate (9), eccentric circular ring steel band
(5) it is fixedly connected with many bolt hole channel-section steels (6)；
Step 9), connect left arc half hoop (1) and right arc half hoop (2)：Otic placode bolt hole is respectively equipped with the otic placode (7)
(10) it is, by bolt that the otic placode bolt hole (10) of left arc half hoop (1) and the otic placode (7) of right arc half hoop (2) homonymy is fixed
Connection.
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| CN107190999B CN107190999B (en) | 2019-04-05 |
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| US4756130A (en) * | 1987-07-22 | 1988-07-12 | Joslyn Corporation | Apparatus for reinforcing utility poles and the like |
| JP2002120069A (en) * | 2000-10-18 | 2002-04-23 | Matsuo Engineering Kk | Butt stud welding method for reinforcing bar and equipment therefor |
| CN202544468U (en) * | 2012-02-29 | 2012-11-21 | 李志伟 | Drawbar-type electrical steel tubular rod |
| CN203282081U (en) * | 2013-06-04 | 2013-11-13 | 安徽省电力公司阜阳供电公司 | Tool for installing electric mechanism of switch blade |
| CN203320979U (en) * | 2013-07-11 | 2013-12-04 | 钟文乐 | Reinforcing device of high-strength bolt hoop bracket |
| EP2868829A1 (en) * | 2013-10-30 | 2015-05-06 | M Lefevre | Method for reinforcing a timber construction element by assembling a reinforcement module placed under post-tension |
| CN204754274U (en) * | 2015-04-09 | 2015-11-11 | 国家电网公司 | Transmission line concrete pole reinforcing apparatus |
| CN105569367A (en) * | 2015-12-16 | 2016-05-11 | 福州大学 | Reinforcement and repair method for mortise and tenon joints of beam and column of timber structure |
| CN205502692U (en) * | 2016-03-28 | 2016-08-24 | 马涛 | Device is clasped to shaft tower |
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2017
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Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4756130A (en) * | 1987-07-22 | 1988-07-12 | Joslyn Corporation | Apparatus for reinforcing utility poles and the like |
| JP2002120069A (en) * | 2000-10-18 | 2002-04-23 | Matsuo Engineering Kk | Butt stud welding method for reinforcing bar and equipment therefor |
| CN202544468U (en) * | 2012-02-29 | 2012-11-21 | 李志伟 | Drawbar-type electrical steel tubular rod |
| CN203282081U (en) * | 2013-06-04 | 2013-11-13 | 安徽省电力公司阜阳供电公司 | Tool for installing electric mechanism of switch blade |
| CN203320979U (en) * | 2013-07-11 | 2013-12-04 | 钟文乐 | Reinforcing device of high-strength bolt hoop bracket |
| EP2868829A1 (en) * | 2013-10-30 | 2015-05-06 | M Lefevre | Method for reinforcing a timber construction element by assembling a reinforcement module placed under post-tension |
| CN204754274U (en) * | 2015-04-09 | 2015-11-11 | 国家电网公司 | Transmission line concrete pole reinforcing apparatus |
| CN105569367A (en) * | 2015-12-16 | 2016-05-11 | 福州大学 | Reinforcement and repair method for mortise and tenon joints of beam and column of timber structure |
| CN205502692U (en) * | 2016-03-28 | 2016-08-24 | 马涛 | Device is clasped to shaft tower |
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| CN107190999B (en) | 2019-04-05 |
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