CN210013552U - Anti-toppling device for transformer substation capital construction - Google Patents

Anti-toppling device for transformer substation capital construction Download PDF

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Publication number
CN210013552U
CN210013552U CN201920535060.1U CN201920535060U CN210013552U CN 210013552 U CN210013552 U CN 210013552U CN 201920535060 U CN201920535060 U CN 201920535060U CN 210013552 U CN210013552 U CN 210013552U
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China
Prior art keywords
staple bolt
reinforcing bar
transformer substation
bolt
rings
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CN201920535060.1U
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Chinese (zh)
Inventor
陈康
李云霞
刘辉
付严
侯林利
李龙
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Henan Tongxin Power Engineering Co Ltd
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Henan Tongxin Power Engineering Co Ltd
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Abstract

The utility model discloses a transformer substation's capital construction anti-overturning device relates to the anti-overturning device field, this transformer substation's capital construction anti-overturning device, including first staple bolt, the opposite face of first staple bolt and second staple bolt passes through fastening bolt fixed connection, first staple bolt is located one side of second staple bolt, the bayonet socket has all been seted up with the outer wall of second staple bolt to first staple bolt, the inner wall of bayonet socket and the surface swing joint of reinforcing bar, the reinforcing bar is the back of the body face of cyclic annular vertical distribution at first staple bolt and second staple bolt, first staple bolt and second staple bolt all are located inside the reinforcing bar of cyclic annular distribution, the surface activity of reinforcing bar has cup jointed the iron wire circle. The utility model discloses a set up first staple bolt, second staple bolt, bayonet socket, reinforcing bar and iron wire circle, solved the unbalanced easy crooked problem that needs in time right of wire pole atress of installation transformer and switch.

Description

Anti-toppling device for transformer substation capital construction
Technical Field
The utility model relates to an anti-toppling device technical field specifically is a transformer substation's capital construction anti-toppling device.
Background
The transformer substation is used for lifting and lowering voltage and conveying stations, the transformer substation infrastructure construction is a construction project for carrying out infrastructure construction on the transformer substation and installing machine equipment, main equipment of the transformer substation is a switch and a transformer, the transformer substation infrastructure construction anti-overturning device is a righting device, the switch and the transformer of the transformer substation are mainly installed on a telegraph pole, the telegraph pole is mostly vertically arranged on the ground, and the transformer substation infrastructure construction anti-overturning device is required to be used for righting the telegraph pole during construction.
The anti-toppling centralizer for the infrastructure construction of the transformer substation is mainly fixed around a telegraph pole, and is used for centralizing the telegraph pole provided with a transformer and a switch and preventing the telegraph pole from being easily skewed after unbalanced stress.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a transformer substation's capital construction anti-overturning device has solved the unbalanced easy crooked problem that needs in time right of wire pole atress of installation transformer and switch.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a transformer substation's capital construction prevents empting device, includes first staple bolt, the opposite face of first staple bolt and second staple bolt passes through fastening bolt fixed connection, first staple bolt is located one side of second staple bolt, the bayonet socket has all been seted up with the outer wall of second staple bolt to first staple bolt, the inner wall of bayonet socket and the surperficial swing joint of reinforcing bar, the reinforcing bar is the back of the body of cyclic annular vertical distribution at first staple bolt and second staple bolt and leaves the face, first staple bolt and second staple bolt all are located inside the reinforcing bar of cyclic annular distribution, the surface activity of reinforcing bar has cup jointed the iron wire circle.
Preferably, first staple bolt includes first snap ring, first connecting ring, first bracing piece and first steel sheet, the quantity of first snap ring is two, the quantity of first bracing piece is two sets of, the quantity of first steel sheet is three, and is three first steel sheet fixed connection is respectively at the outer wall of two first snap rings and first connecting ring, two the opposite face of first snap ring respectively with two sets of the fixed connection that deviates from of first bracing piece, two sets of the looks remote site of first bracing piece respectively with the upper surface and the lower fixed surface of first connecting ring be connected, two first snap ring is located the top and the below of first connecting ring respectively.
Preferably, the second staple bolt includes second snap ring, second go-between, second bracing piece and second steel sheet, the quantity of second snap ring is two, the quantity of second bracing piece is two sets of, the quantity of second steel sheet is three, and is three the second steel sheet is fixed connection respectively at the outer wall of two second snap rings and second go-between, two the opposite face of second snap ring respectively with two sets of the fixed connection that deviates from of second bracing piece, two the looks remote site of second bracing piece respectively with the upper surface and the lower fixed surface of second go-between be connected, two the second snap ring is located the top and the below of second go-between respectively, the bayonet socket is seted up at the back of body of first steel sheet and second steel sheet and is separated the face.
Preferably, the positions of the three first steel plates correspond to the positions of the three second steel plates, respectively.
(III) advantageous effects
The utility model provides a transformer substation's capital construction anti-overturning device possesses following beneficial effect:
the utility model discloses a set up first staple bolt, the second staple bolt, the bayonet socket, reinforcing bar and iron wire circle, in the capital construction work process, or can right the wire pole of transformer substation during windproof, overlap first staple bolt and second staple bolt on the wire pole surface respectively, and will laminate at the first staple bolt and the locking of second staple bolt on wire pole surface through fastening bolt, the quantity of first staple bolt and second staple bolt is increased to the top accessible gim peg of first staple bolt and second staple bolt, thereby prolong the righting height of wire pole, the right intensity is strengthened to mountable reinforcing bar around first staple bolt and the second staple bolt, reach and prevent that the atress is unbalanced easy crooked in the work process, the mesh of empting easily after long-term crooked, the wire pole atress of having solved installation transformer and switch is unbalanced needs the problem of righting easily crooked in time.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a front view of the first hoop in position;
fig. 3 is a schematic structural view of a second hoop position of the present invention;
fig. 4 is a right side view of the first hoop of the present invention;
fig. 5 is a top cross-sectional view of the first snap ring of the present invention.
In the figure: 1. a first hoop; 101. a first snap ring; 102. a first connecting ring; 103. a first support bar; 104. a first steel plate; 2. a second hoop; 201. a second snap ring; 202. a second connection ring; 203. a second support bar; 204. a second steel plate; 3. a bayonet; 4. reinforcing steel bars; 5. and (6) winding an iron wire.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-5, the utility model provides a technical solution: the utility model provides a transformer substation's capital construction prevents empting device, including first staple bolt 1, fastening bolt fixed connection is passed through with the opposite face of second staple bolt 2 to first staple bolt 1, the cylindric cylinder cover is on the surface of wire pole in first staple bolt 1 and the enclosing of second staple bolt 2, first staple bolt 1 is located one side of second staple bolt 2, bayonet socket 3 has all been seted up with the outer wall of second staple bolt 2 to first staple bolt 1, bayonet socket 3 is cyclic annular distribution, first staple bolt 1 is connected another a set of first staple bolt 1 with the top of second staple bolt 2 and needs to guarantee bayonet socket 3 vertical correspondence when 2 with the second staple bolt, can not squint, bayonet socket 3's inner wall and reinforcing bar 4's surface activity are connected, reinforcing bar 4 is cyclic annular vertical distribution at the back of first staple bolt 1 and second staple bolt 2 and leaves the face, first staple bolt 1 and second staple bolt 2 all are located inside the reinforcing bar 4 that cyclic annular distributes, the surface activity of reinforcing bar 4 has cup jointed iron wire circle 5.
As a technical optimization scheme of the utility model, first staple bolt 1 includes first snap ring 101, first connecting ring 102, first bracing piece 103 and first steel sheet 104, first snap ring 101 and first connecting ring 102 all are the semicircle ring-type, the quantity of first snap ring 101 is two, the quantity of first bracing piece 103 is two sets of, the quantity of first steel sheet 104 is three, three first steel sheet 104 is fixed connection respectively at the outer wall of two first snap rings 101 and first connecting ring 102, the opposite face of two first snap rings 101 respectively with two sets of first bracing piece 103 deviate from fixed connection, the looks remote site of two sets of first bracing pieces 103 respectively with the upper surface and the lower fixed surface of first connecting ring 102 be connected, two first snap rings 101 are located the top and the below of first connecting ring 102 respectively.
As a technical optimization scheme of the utility model, second staple bolt 2 includes second snap ring 201, second go-between 202, second bracing piece 203 and second steel sheet 204, second snap ring 201 and second go-between 202 all are the semicircle ring-type, the quantity of second snap ring 201 is two, the quantity of second bracing piece 203 is two sets of, the quantity of second steel sheet 204 is three, three second steel sheet 204 is fixed connection respectively at the outer wall of two second snap rings 201 and second go-between 202, the opposite face of two second snap rings 201 respectively with two sets of second bracing pieces 203 deviate from fixed connection, the looks remote site of two sets of second bracing pieces 203 respectively with the upper surface and the lower fixed surface of second go-between 202 is connected, two second snap rings 201 are located the top and the below of second go-between 202 respectively, bayonet 3 sets up the face that deviates from at first steel sheet 104 and second steel sheet 204.
As a technical optimization scheme of the utility model, the position of three first steel sheet 104 is corresponding with the position of three second steel sheet 204 respectively, and the fixed orifices has all been seted up at the top of first steel sheet 104 and the second steel sheet 204 of being connected with first go-between 102 and second go-between 202, and the fixed orifices uses the centre of a circle that first steel sheet 104 corresponds to be the annular array and distributes as the array center, and the fixed orifices sets up with bayonet 3 is crisscross, and bayonet 3 sets up the face that deviates from at first steel sheet 104 and second steel sheet 204.
When the telegraph pole is used, in the process of righting the telegraph pole, the first hoop 1 and the second hoop 2 are respectively sleeved at the bottom of the surface of the telegraph pole, the first hoop 1 and the second hoop 2 are respectively positioned at two sides of the telegraph pole, at the moment, the positions of the first snap ring 101, the first connecting ring 102, the first supporting rod 103 and the first steel plate 104 are respectively corresponding to the positions of the second snap ring 201, the second connecting ring 202, the second supporting rod 203 and the second steel plate 204 one by one, the fastening bolts penetrate through the side edge through holes of the first steel plate 104 and the side edge through holes of the second steel plate 204 corresponding to the left and the right, the fastening bolts are locked through the nuts, so that the first hoop 1 and the second hoop 2 attached to the surface of the telegraph pole are locked, the number of the first hoop 1 and the second hoop 2 can be increased at the tops of the first hoop 1 and the second hoop 2, the two first hoops 1 which are adjacent up and down are locked in the fixing holes through the fixing bolts and, and through the gim peg and nut locking with two adjacent second staple bolts 2 from top to bottom in the fixed orifices, thereby the height of righting of extension wire pole, bayonet 3 vertical card around first staple bolt 1 and the second staple bolt 2 is gone into reinforcing bar 4 and is strengthened righting intensity, encircle reinforcing bar 4 around first staple bolt 1 and the second staple bolt 2 and pass through the winding of iron wire circle 5 and screw up, right the wire pole, the wire pole can not incline and empty after straight, right on the soil and can bury the bottom of reinforcing bar 4 into the soil bottom, right on cement ground and can take the bottom of reinforcing bar 4 on ground, all lock the gim peg in the fixed orifices through the rig with first steel sheet 104 and the second steel sheet 204 that will take on ground and make it be connected with cement ground.
To sum up can, the utility model discloses a set up first staple bolt 1, second staple bolt 2, bayonet socket 3, reinforcing bar 4 and iron wire circle 5, solved the unbalanced easy crooked problem that needs in time right of wire pole atress of installation transformer and switch.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1. The utility model provides a transformer substation's capital construction prevents empting device, includes first staple bolt (1), its characterized in that: first staple bolt (1) passes through fastening bolt fixed connection with the opposite face of second staple bolt (2), first staple bolt (1) is located one side of second staple bolt (2), bayonet socket (3) have all been seted up with the outer wall of second staple bolt (2) to first staple bolt (1), the inner wall of bayonet socket (3) and the surperficial swing joint of reinforcing bar (4), reinforcing bar (4) are cyclic annular vertical distribution at the face that deviates from of first staple bolt (1) and second staple bolt (2), first staple bolt (1) and second staple bolt (2) all are located inside cyclic annular distributed reinforcing bar (4), the surface activity of reinforcing bar (4) has cup jointed iron wire circle (5).
2. The transformer substation infrastructure construction anti-overturning device of claim 1, characterized in that: first staple bolt (1) includes first snap ring (101), first connecting ring (102), first bracing piece (103) and first steel sheet (104), the quantity of first snap ring (101) is two, the quantity of first bracing piece (103) is two sets of, the quantity of first steel sheet (104) is three, three first steel sheet (104) is fixed connection respectively at the outer wall of two first snap rings (101) and first connecting ring (102), two the opposite face of first snap ring (101) respectively with two sets of the end fixed connection that deviates from of first bracing piece (103), two sets of the looks remote site of first bracing piece (103) respectively with the upper surface and the lower fixed surface of first connecting ring (102) be connected, two first snap ring (101) are located the top and the below of first connecting ring (102) respectively.
3. The transformer substation infrastructure construction anti-overturning device of claim 2, characterized in that: the second hoop (2) comprises a second snap ring (201), a second connecting ring (202), a second supporting rod (203) and a second steel plate (204), the number of the second snap rings (201) is two, the number of the second support rods (203) is two, the number of the second steel plates (204) is three, the three second steel plates (204) are respectively and fixedly connected to the outer walls of the two second clamping rings (201) and the second connecting rings (202), the opposite surfaces of the two second clamping rings (201) are respectively and fixedly connected with the deviating ends of the two groups of second supporting rods (203), the opposite ends of the two groups of second supporting rods (203) are respectively and fixedly connected with the upper surface and the lower surface of the second connecting rings (202), the two second clamping rings (201) are respectively positioned above and below the second connecting rings (202), the bayonet (3) is arranged on the deviating surface of the first steel plate (104) and the second steel plate (204).
4. The transformer substation infrastructure construction anti-overturning device of claim 3, characterized in that: the positions of the three first steel plates (104) correspond to the positions of the three second steel plates (204), respectively.
CN201920535060.1U 2019-04-19 2019-04-19 Anti-toppling device for transformer substation capital construction Active CN210013552U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920535060.1U CN210013552U (en) 2019-04-19 2019-04-19 Anti-toppling device for transformer substation capital construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920535060.1U CN210013552U (en) 2019-04-19 2019-04-19 Anti-toppling device for transformer substation capital construction

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112003183A (en) * 2020-08-06 2020-11-27 河南省同信电力工程有限公司 Power transmission network fault processing system and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112003183A (en) * 2020-08-06 2020-11-27 河南省同信电力工程有限公司 Power transmission network fault processing system and method

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Address after: 476000 Building 5, central Henan International E-commerce Industrial Park (Shangqiu), Shangding Road West Shengli Road North, Shangqiu demonstration area, Henan Province

Patentee after: Henan Tongxin Power Engineering Co.,Ltd.

Address before: 476000 east of Nanjing Port Avenue, Xiangjun Road, Suiyang District, Shangqiu City, Henan Province

Patentee before: Henan Tongxin Power Engineering Co.,Ltd.