CN212105351U - Concrete pole reinforcing apparatus - Google Patents
Concrete pole reinforcing apparatus Download PDFInfo
- Publication number
- CN212105351U CN212105351U CN202020397522.0U CN202020397522U CN212105351U CN 212105351 U CN212105351 U CN 212105351U CN 202020397522 U CN202020397522 U CN 202020397522U CN 212105351 U CN212105351 U CN 212105351U
- Authority
- CN
- China
- Prior art keywords
- concrete pole
- steel pipe
- piling bar
- bolt
- reinforcing apparatus
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a concrete pole reinforcing apparatus belongs to electric power construction technical field, including supporting the steel pipe, staple bolt I, staple bolt II, reverse zip and piling bar, concrete pole slope side symmetry is provided with two spinal branch stay steel pipes, concrete pole opposite side symmetry is provided with two reverse zip, the one end of supporting the steel pipe is passed through staple bolt II and is connected with the concrete pole, the other end of supporting the steel pipe passes through piling bar engaging lug hub connection piling bar, reverse zip one end is passed through staple bolt I and is connected with the concrete pole, the other end passes through piling bar engaging lug hub connection piling bar, the other end of four piling bars all revolves into in the soil. The utility model discloses safe and reliable, the construction is simple, can consolidate the concrete pole in waters district, prevents the further slope of pole, and the simultaneous construction process green.
Description
Technical Field
The utility model relates to a concrete pole reinforcing apparatus belongs to electric power construction technical field.
Background
Present waters district foundation soil receives the long-term washing of water, lead to foundation soil to run off seriously, along with the loss of foundation soil, the effective buried depth part of the basis of waters district 10kV concrete pole can't satisfy the atress requirement, the pole produces the slope phenomenon, because concrete pole is bearing the weight of resident's power consumption, can't have a power failure for a long time, in order to guarantee the safe operation of pole, need consolidate the pole, but the work progress can not have a power failure to restore, adopt traditional scheme to pack back foundation soil, need large-scale construction equipment to carry out the construction of ground, but waters district large-scale mechanical equipment can't enter the field, the work progress needs to guarantee green simultaneously, the ground of filling also has strict requirement, otherwise can pollute the waters, if old pole is new to found the pole in addition, the power failure time is more of a specified duration, and economic cost is great.
Disclosure of Invention
The utility model discloses the technical problem that needs to solve provides a concrete pole reinforcing apparatus, safe and reliable, the construction is simple, can consolidate the concrete pole in waters district, prevents the further slope of pole, the simultaneous construction process green.
In order to solve the technical problem, the utility model discloses the technical scheme who adopts is:
the utility model provides a concrete pole reinforcing apparatus, including supporting the steel pipe, staple bolt I, staple bolt II, reverse zip and piling bar, concrete pole slope side symmetry is provided with two spinal branch and supports the steel pipe, concrete pole opposite side symmetry is provided with two reverse zip, the one end of supporting the steel pipe is passed through staple bolt II and is connected with the concrete pole, the other end of supporting the steel pipe passes through piling bar engaging lug hub connection piling bar, I and concrete pole connection are passed through to reverse zip one end, the other end passes through piling bar engaging lug hub connection piling bar, the other end of four piling bars all revolves into in the soil.
The utility model discloses technical scheme's further improvement lies in: the welding has four engaging lug boards I on staple bolt I, and per two piece connecting lug boards I are a pair of, and the contained angle between two couples of connecting lug boards I is 90, and parallel link plate one end sets up between two connecting lug boards I, and the other end passes through the wedge clamp to be connected with the one end of reverse zip, and the both ends of two connecting lug boards I and parallel link plate all are equipped with bolted connection hole, and parallel link plate passes through bolt and I fixed connection of engaging lug board.
The utility model discloses technical scheme's further improvement lies in: the other end of the reverse zipper is connected with an anchor rod through a UT type wire clamp, and the other end of the anchor rod is connected with a trunnion through a steel pile arranged at the end part of a U-shaped ring connecting steel pile.
The utility model discloses technical scheme's further improvement lies in: the welding has four engaging lug boards II on staple bolt II, and per two block connect ear board II is a pair of, and the contained angle between two couples of connecting ear board II is 90, is equipped with the bolt hole on the engaging lug board II, supports the steel pipe and passes through the bolt and connect between two block connect ear board II, and the other end that supports the steel pipe passes through the bolt and sets up the piling bar engaging lug hub connection at the piling bar tip.
The utility model discloses technical scheme's further improvement lies in: the two ends of the supporting steel pipe are provided with supporting steel pipe ear plates, and the supporting steel pipe ear plates are provided with bolt holes.
The utility model discloses technical scheme's further improvement lies in: the included angles between the supporting steel pipes and the reverse zipper and the concrete pole are 30-40 degrees.
The utility model discloses technical scheme's further improvement lies in: the lower end of the steel pile is provided with a reinforcing rib.
The utility model discloses technical scheme's further improvement lies in: the tip of piling bar is equipped with 2 piling bar and connects the trunnion, is equipped with the bolt hole on the piling bar connects the trunnion.
Due to the adoption of the technical scheme, the utility model discloses the technological progress who gains is:
the utility model discloses a concrete pole reinforcing apparatus, safe and reliable, the construction is simple, can consolidate the concrete pole in waters district, prevents the further slope of pole, the simultaneous construction process green.
The utility model discloses concrete pole slope side symmetry is provided with two and supports the steel pipe, and concrete pole opposite side symmetry is provided with two reverse zip fasteners, can accomplish dual reinforcement to the pole of slope like this, the safe operation of dual assurance pole, the slope side supports the steel pipe and supports the pole, can prevent the further slope of pole, and the reverse of slope side is equipped with reverse zip fastener, can cooperate the support of support steel pipe to the pole on the one hand, when supporting the steel pipe and breaking down, the existence of reverse zip fastener can prevent the further slope of pole simultaneously; likewise, when the reverse zipper is failed, the support steel pipe can prevent the electric pole from further skewing.
The two ends of the supporting steel pipe are movably connected through bolts, the two ends of the reverse zipper are connected with the UT-type wire clamp through the wedge-shaped wire clamp, and when the supporting steel pipe and the reverse zipper are damaged, replacement is convenient.
Drawings
FIG. 1 is a schematic structural view of a concrete pole reinforcing apparatus according to the present invention;
FIG. 2 is a schematic structural view of the hoop I of the present invention;
FIG. 3 is a schematic structural view of the hoop II of the present invention;
FIG. 4 is a schematic view of the structure of the support steel pipe of the present invention;
FIG. 5 is a schematic view of the wedge-shaped wire clamp of the present invention;
fig. 6 is a schematic structural view of the UT-type wire clamp of the present invention;
FIG. 7 is a schematic view of the structure of the anchor rod of the present invention;
FIG. 8 is a schematic view of the U-shaped ring structure of the present invention;
FIG. 9 is a schematic structural view of the steel pile connecting trunnion of the present invention;
wherein, 1, staple bolt I, 2, staple bolt II, 3, support steel pipe, 4, reverse zip, 5, the gudgeon is connected to the piling bar, 6, the piling bar, 7, parallel link plate, 8, wedge clamp, 9, UT type fastener, 10, the anchor bar, 11, U type ring, 12, concrete pole, 13, engaging lug board I, 21, engaging lug board II, 31, support steel pipe otic placode.
Detailed Description
The present invention will be described in further detail with reference to the following examples:
as shown in fig. 1-3, a concrete pole reinforcing apparatus includes a support steel pipe 3, a hoop i 1, a hoop ii 2, a reverse zipper 4 and a steel pile 6, wherein two support steel pipes 3 are symmetrically arranged on the inclined side of a concrete pole 12, two reverse zippers 4 are symmetrically arranged on the other side of the concrete pole 12, one end of each support steel pipe 3 is connected with the concrete pole 12 through the hoop ii 2, the other end of each support steel pipe 3 is connected with a steel pile 6 through a steel pile connecting trunnion 5, one end of each reverse zipper 4 is connected with the concrete pole 12 through the hoop i 1, the other end of each reverse zipper 5 is connected with the steel pile 6 through the steel pile connecting trunnion 5, the other ends of the four steel piles 6 are all screwed into the soil, reinforcing ribs are arranged at the lower ends of the steel piles 6, and the included angles between the support steel pipes 3 and the reverse zippers 4 and the concrete pole 12 are all 30.
As shown in figure 2, four connecting ear plates I13 are welded on a hoop I1, each two connecting ear plates I13 are in a pair, the included angle between two pairs of connecting ear plates I13 is 90 degrees, one end of a parallel hanging plate 7 is arranged between the two connecting ear plates I13, bolt connecting holes are arranged at the two ends of the two connecting ear plates I13 and the two ends of the parallel hanging plate 7, the parallel hanging plate 7 is fixedly connected with the connecting ear plates I13 through bolts, the other end of the parallel hanging plate 7 is connected with one end of a reverse zipper 4 through a wedge-shaped wire clamp 8, as shown in figure 5, a connecting plate is arranged at the upper end of the wedge-shaped wire clamp 8, bolt holes are arranged on the connecting plate, the upper end of the wedge-shaped wire clamp 8 is fixedly connected with the parallel hanging plate 7 through bolts, the other end clamps one end of the reverse zipper 4 in a groove of the wedge-shaped wire clamp 8 through a wire clamping sheet, the other end of the reverse zipper 4 is connected with a wire drawing bar, the reverse pull lock is clamped in the groove, the other end of the reverse pull lock is a U-shaped ring, the structure of the anchor rod 10 is shown in figure 7, the two ends of the anchor rod are provided with clamp rings, the other end of the anchor rod 10 is connected with a steel pile connecting trunnion 5 arranged at the end part of the steel pile 6 through the U-shaped ring 11, the structure of the U-shaped ring is shown in figure 8, one end of the U-shaped ring is provided with a connecting rod, the other end of the U-shaped ring is provided with a ring, and the connecting rod is inserted into a bolt hole in the steel.
As shown in fig. 3, the hoop ii 2 is welded with four connecting ear plates ii 21, each two connecting ear plates ii 21 are a pair, the included angle between two pairs of connecting ear plates ii 21 is 90 °, the connecting ear plates ii 21 are provided with bolt holes, the supporting steel pipe 3 is connected between the two connecting ear plates ii 21 through bolts, and the other end of the supporting steel pipe 3 is connected with the steel pile connecting trunnion 5 arranged at the end part of the steel pile 6 through bolts.
As shown in fig. 4, support steel pipe ear plates 31 are arranged at two ends of the support steel pipe 3, and the support steel pipe ear plates 31 are provided with bolt holes; as shown in fig. 9, 2 steel pile connecting trunnions 5 are arranged at the end parts of the steel piles 6, and bolt holes are arranged on the steel pile connecting trunnions 5.
The concrete pole reinforcing method includes the following steps,
A. determining the tilt direction of the concrete pole 12;
B. determining the positions of an anchor ear I1 and an anchor ear II 2, wherein the anchor ear I1 and the anchor ear II 2 are both arranged 1m-1.2m above the gravity center of a concrete pole 12, the anchor ear I1 is arranged above the anchor ear II 2, and the position of the anchor ear II 2 relative to the concrete pole 12 is rotated so that the inclination direction of the concrete pole 12 is just positioned on the angular bisector of two pairs of connecting ear plates II 21, and then the anchor ear I1 is rotated so that the opposite direction of the inclination direction of the concrete pole 12 is just positioned on the angular bisector of two pairs of connecting ear plates I13;
C. inserting a supporting steel pipe ear plate 31 at the upper end of a supporting steel pipe 3 between each pair of connecting ear plates II 21 and connecting the supporting steel pipe ear plates with the connecting ear plates II through bolts, installing the supporting steel pipe 3 in the inclined direction of the concrete pole, ensuring that the included angle between the supporting steel pipe 3 and the concrete pole 12 is more than or equal to 30 degrees, determining the driving point of a steel pile 6, screwing the steel pile 6 into the soil, connecting a steel pile connecting trunnion 5 arranged at the end part of the steel pile 6 with the other end of the supporting steel pipe 3, inserting the supporting steel pipe ear plate 31 at the end part of the supporting steel pipe 3 between two steel pile connecting trunnions 5 arranged at the end part of the steel pile 6 and connecting;
D. one end of a parallel hanging plate 7 is inserted between each pair of connecting ear plates I13 and connected with the connecting ear plates I and the connecting ear plates I through bolts, the other end of the parallel hanging plate 7 is connected with a wedge-shaped wire clamp 8, the wedge-shaped wire clamp 8 is connected with a reverse zipper 4, the reverse zipper 4 is installed in the opposite direction of the inclination direction of an electric pole, a driving point of a steel pile 6 is determined, the steel pile 6 is screwed into the soil, a steel pile connecting trunnion 5 arranged at the end part of the steel pile 6 is connected with a U-shaped ring 11, a stay bar 10 is connected with the U-shaped ring 11 and then connected with a UT-shaped wire clamp 9, the UT-shaped wire clamp 9 is connected with the reverse zipper 4, the length of the reverse zipper 4 is adjusted through the UT-shaped wire;
E. and E, driving the steel pile 6 into the soil, finishing the reinforcement of the electric pole, wherein in the step E, the steel pile 6 is preferably obliquely driven into the soil, the steel pile can also be vertically driven into the soil when the conditions are not met, and the diameter of the steel pile is calculated and determined as required.
Claims (8)
1. The utility model provides a concrete pole reinforcing apparatus which characterized in that: including supporting steel pipe (3), staple bolt I (1), staple bolt II (2), reverse zip (4) and piling bar (6), concrete pole (12) slope side symmetry is provided with two and supports steel pipe (3), concrete pole (12) opposite side symmetry is provided with two reverse zip (4), the one end of supporting steel pipe (3) is passed through staple bolt II (2) and is connected with concrete pole (12), the other end of supporting steel pipe (3) passes through piling bar connecting trunnion (5) and connects piling bar (6), reverse zip (4) one end is passed through staple bolt I (1) and is connected with concrete pole (12), the other end passes through piling bar connecting trunnion (5) and connects piling bar (6), the other end of four piling bar (6) all revolves into the soil.
2. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: the welding has four engaging lug board I (13) on staple bolt I (1), per two connecting lug board I (13) are a pair of, contained angle between two pairs of connecting lug board I (13) is 90, parallel link plate (7) one end sets up between two connecting lug board I (13), the other end passes through wedge clamp (8) and is connected with the one end of reverse zip (4), the both ends of two connecting lug board I (13) and parallel link plate (7) all are equipped with the bolted connection hole, parallel link plate (7) are through bolt and I (13) fixed connection of engaging lug board.
3. A concrete pole reinforcing apparatus as set forth in claim 2, wherein: the other end of the reverse zipper (4) is connected with an anchor rod (10) through an UT-type wire clamp (9), and the other end of the anchor rod (10) is connected with a steel pile connecting trunnion (5) arranged at the end part of a steel pile (6) through a U-shaped ring (11).
4. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: the welding has four and connects otic placode II (21) on staple bolt II (2), and every two blocks connect otic placode II (21) to be a pair of, and the contained angle between two pairs of connection otic placodes II (21) is 90, is equipped with the bolt hole on connection otic placode II (21), supports steel pipe (3) and passes through the bolt and connect between two blocks of connection otic placodes II (21), and the other end that supports steel pipe (3) passes through the bolt and is connected gudgeon (5) with the piling bar connection of setting at piling bar (6) tip.
5. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: supporting steel pipe ear plates (31) are arranged at two ends of the supporting steel pipes (3), and bolt holes are formed in the supporting steel pipe ear plates (31).
6. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: the included angles between the supporting steel pipes (3) and the reverse zipper (4) and the concrete pole (12) are 30-40 degrees.
7. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: the lower end of the steel pile (6) is provided with a reinforcing rib.
8. A concrete pole reinforcing apparatus as set forth in claim 1, wherein: the tip of piling bar (6) is equipped with 2 piling bar and connects gudgeon (5), is equipped with the bolt hole on piling bar connection gudgeon (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020397522.0U CN212105351U (en) | 2020-03-25 | 2020-03-25 | Concrete pole reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020397522.0U CN212105351U (en) | 2020-03-25 | 2020-03-25 | Concrete pole reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212105351U true CN212105351U (en) | 2020-12-08 |
Family
ID=73639456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020397522.0U Active CN212105351U (en) | 2020-03-25 | 2020-03-25 | Concrete pole reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212105351U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114333259A (en) * | 2021-11-24 | 2022-04-12 | 广西电网有限责任公司北海供电局 | Inclination early warning and self-adaptive adjusting device for emergency repair tower and using method thereof |
-
2020
- 2020-03-25 CN CN202020397522.0U patent/CN212105351U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114333259A (en) * | 2021-11-24 | 2022-04-12 | 广西电网有限责任公司北海供电局 | Inclination early warning and self-adaptive adjusting device for emergency repair tower and using method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110984674B (en) | Electric power engineering construction power consumption pole correcting device | |
| CN211113663U (en) | Recoverable anchor rope fender pile combined supporting structure of anchor rope | |
| CN110486068B (en) | Tunnel advanced support type foot locking anchor rod structure and construction method thereof | |
| CN212105351U (en) | Concrete pole reinforcing apparatus | |
| CN214883827U (en) | Construction elevator foundation support system device that encorbelments | |
| CN112302032A (en) | Steel waist beam structure and construction method thereof | |
| CN215857915U (en) | Lifting and deviation rectifying reinforcing structure for independent foundation of power equipment | |
| CN214883695U (en) | Foundation pit supporting and reinforcing device convenient to disassemble and assemble | |
| CN115288416A (en) | Construction method of cantilever frame under assembled laminated slab system | |
| CN211368731U (en) | A foundation ditch construction high strength supporting beam for construction | |
| CN211596427U (en) | Pier top assembly type triangular bracket | |
| CN212926099U (en) | Easy dismouting formula underground structure | |
| CN211257784U (en) | Exempt from to wear wall shaped steel fixed knot that encorbelments structure | |
| CN211395652U (en) | Steel-pipe pile foundation reinforced structure | |
| CN113802569A (en) | Steel sleeve node for connecting inner support-enclosure structure of steel pipe | |
| CN206685859U (en) | A kind of cable holder stand column being fixed on furrow bank | |
| CN218813689U (en) | Anchor cable steel waist rail connection structure | |
| CN112227385A (en) | Anchor cable and recyclable steel pile combined foundation pit supporting structure and construction method thereof | |
| CN218117840U (en) | Underground goaf filling retaining wall | |
| CN216712995U (en) | Assembled uplift pile | |
| CN213173740U (en) | Quick steel sheet pile supporting device | |
| CN214832584U (en) | Foundation pile reinforcing apparatus for construction | |
| CN215857654U (en) | Foundation reinforcing structure | |
| CN219653713U (en) | Heavy pile foundation steel reinforcement cage positioner | |
| CN217840013U (en) | Length adjuster for support-replacing force transmission rod of deep foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |