CN208136942U - Stringing pole prefabricated foundation base and stringing pole assembly - Google Patents
Stringing pole prefabricated foundation base and stringing pole assembly Download PDFInfo
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- CN208136942U CN208136942U CN201820639903.8U CN201820639903U CN208136942U CN 208136942 U CN208136942 U CN 208136942U CN 201820639903 U CN201820639903 U CN 201820639903U CN 208136942 U CN208136942 U CN 208136942U
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- foundation base
- main body
- stringing pole
- bottom plate
- base main
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Abstract
The utility model provides a kind of stringing pole prefabricated foundation base and stringing pole assembly, is related to the technical field of distributing cable terminal.A kind of stringing pole prefabricated foundation base includes：Bed course, bottom plate, multiple groups counterweight ring and the foundation base main body for being placed in the stringing pole；The bed course is set to the end of the foundation base main body, is used to support the foundation base main body；The bottom plate is sheathed in the foundation base main body, and the bottom plate is oppositely arranged with the bed course；Counterweight ring described in multiple groups is sequentially sleeved in the foundation base main body.A kind of stringing pole assembly includes stringing pole prefabricated foundation base.It alleviates and needs cast-in-site in Forming framework line bar in the prior art and lead to long in time limit, the problems such as influencing power supply.
Description
Technical field
The utility model relates to the technical fields of distributing cable terminal, more particularly, to a kind of stringing pole prefabricated foundation base
And stringing pole assembly.
Background technique
The reinforced cement pole of distribution line sets up line commonly used in terminal, corner or larger line footpath multiloop in distribution line
Road is organized vertical preceding it is generally necessary to which cast-in-place concrete basis, ability group founds reinforced cement pole after the solidification of basis.
However, the reinforced cement pole basis of presently most used in-situ casting is because needing curing time, by construction to
Cement pole group is stood, puts into operation, minimum needs 10 days or more durations.At vertical or former turn of the narrow reinforced cement pole group of some roads
Angular pole, tension-resistant rod (basis need to be poured again) rush repair when, because concrete foundation fail in time solidify due to lead to cement pole
It can not organize vertical and route is made not power in time.It is powered by the way of setting up temporary line, can also be caused because of overlapping investment
Entire rehabilitation cost increases, and repeats to subtract power supply volume brought by power failure just more greatly.
Based on problem above, propose that a kind of cement pole foundation base without cast-in-site is particularly important.
The information disclosed in the background technology section is intended only to deepen the reason to the general background technology of the utility model
Solution, and it is known to those skilled in the art existing to be not construed as recognizing or imply that the information is constituted in any form
Technology.
Utility model content
It is existing to alleviate the purpose of this utility model is to provide a kind of stringing pole prefabricated foundation base and stringing pole assembly
It needs cast-in-site in technology in Forming framework line bar and leads to long in time limit, the problems such as influencing power supply.
In order to solve the above-mentioned technical problem, the technological means that the utility model is taken is：
A kind of stringing pole prefabricated foundation base provided by the utility model is used for Forming framework line bar, including：Bed course, bottom plate,
Multiple groups counterweight ring and foundation base main body for being placed in the stringing pole；
The bed course is set to the end of the foundation base main body, is used to support the foundation base main body；
The bottom plate is sheathed in the foundation base main body, and the bottom plate is oppositely arranged with the bed course；
Counterweight ring described in multiple groups is sequentially sleeved in the foundation base main body.
As a kind of further technical solution, the foundation base main body includes multiple groups main unit；
The groove structure to match with the stringing pole bottom end is provided in the main unit；
When main unit described in multiple groups is stitched together to form the foundation base main body, groove structure described in multiple groups encloses jointly
At the tubular structure for accommodating the stringing pole bottom end.
As a kind of further technical solution, the cross sectional dimensions of the foundation base main body is sequentially reduced from top to bottom.
As a kind of further technical solution, it is set in counterweight described in the multiple groups in the foundation base main body from top to bottom
The inner dimensions of ring are sequentially reduced.
As a kind of further technical solution, the groove structure specifically uses arc groove；
When main unit described in multiple groups is stitched together to form the foundation base main body, arc groove described in multiple groups surrounds jointly
Cylinder-like structure.
As a kind of further technical solution, the bed course, the bottom plate, the counterweight ring and the foundation base master
Internal portion is provided with stiffener.
As a kind of further technical solution, the bed course, the bottom plate, the counterweight ring and the foundation base master
Lifting lug is provided on body, and the lifting lug is connect with the stiffener.
As a kind of further technical solution, the bed course, the bottom plate, the counterweight ring and the foundation base master
The accommodating slot structure being provided at the position of the lifting lug for accommodating the lifting lug is set on body.
As a kind of further technical solution, it is provided with stirrup in counterweight ring described in the bottom plate and each group, it is described
Stirrup is connect with the stiffener.
A kind of stringing pole assembly provided by the utility model includes the stringing pole prefabricated foundation base.
Compared with prior art, a kind of stringing pole prefabricated foundation base and stringing pole assembly provided by the utility model are had
Some technical advantages are：
A kind of stringing pole prefabricated foundation base provided by the utility model, including bed course, bottom plate, multiple groups counterweight ring and base
Plinth seat main body, wherein the bottom end of stringing pole can be placed in by foundation base main body, so that the bottom end to stringing pole is consolidated
It is fixed；Specifically, considering stringing pole prefabricated foundation base normal use, bed course is arranged in the bottom end of foundation base main body, passes through
The groove that bed course and bed course are equipped with can be supported and limit to foundation base main body, be arranged with alleviating when in foundation base main body
When stringing pole, weight is larger and foundation base main body occurs and moves down and the problem of lateral displacement.Further, in foundation base main body
Be arranged with bottom plate, and bottom plate is positioned close at the position of bed course, and opposite with bed course, due to bottom plate area be greater than bed course,
The area of counterweight ring, as a result, when entire stringing pole prefabricated foundation base buries in the soil, under the action of bottom plate and soil weight,
It buries foundation base main body stronger, to alleviate the problem of foundation base main body is extracted from soil, while increasing foundation base
The power effect that main body is born.Furthermore, it is contemplated that the part mass that stringing pole is located at ground is larger, when stringing pole aerial part is held
When loaded, biggish load effect is necessarily born in the bottom end of stringing pole, is arranged with multiple groups counterweight in foundation base main body as a result,
Ring, in order to increase the weight of entire foundation base, so that stringing pole aerial part is when bearing compared with big load, it is whole in foundation base
Under the action of, the resistance to capsizing of stringing pole is improved, stringing pole is unlikely to run-off the straight and influences normally making for distribution line
With.
Distribution line stringing pole basis may be implemented non-in a kind of stringing pole prefabricated foundation base provided by the utility model
Implement scene and carry out modularization precast, prefabricated basic module is transported to construction site again when implementing and is installed.It is logical
It crosses using the stringing pole prefabricated foundation base, the resistance to capsizing of first wife's electric line can either be kept, moreover it is possible to skip coagulation soil matrix
The curing time of plinth, shortens the construction time, and bring subtracts power supply volume due to construction time length for reduction, while avoiding overlapping investment,
And then improve the effectiveness of operation of enterprise.
A kind of stringing pole assembly provided by the utility model, including above-mentioned stringing pole prefabricated foundation base, the as a result, stringing
Bar assembly technical advantage achieved and effect include above-mentioned stringing pole prefabricated foundation base technical advantage achieved and effect,
Details are not described herein again.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of first schematic diagram of stringing pole prefabricated foundation base provided by the embodiment of the utility model；
Fig. 2 is the second schematic diagram after a kind of stringing pole prefabricated foundation base assembly provided by the embodiment of the utility model；
Fig. 3 is the third schematic diagram after a kind of stringing pole prefabricated foundation base assembly provided by the embodiment of the utility model；
Fig. 4 is that the structure of foundation base main body in a kind of stringing pole prefabricated foundation base provided by the embodiment of the utility model is shown
It is intended to；
Fig. 5 is the structural schematic diagram of main unit in foundation base main body shown in Fig. 4；
Fig. 6 is a kind of first schematic diagram of stringing pole prefabricated foundation base insole board provided by the embodiment of the utility model；
Fig. 7 is a kind of second schematic diagram of stringing pole prefabricated foundation base insole board provided by the embodiment of the utility model；
Fig. 8 is the first signal of counterweight ring in a kind of stringing pole prefabricated foundation base provided by the embodiment of the utility model
Figure；
Fig. 9 is the second signal of counterweight ring in a kind of stringing pole prefabricated foundation base provided by the embodiment of the utility model
Figure；
Figure 10 is the first schematic diagram of bed course in a kind of stringing pole prefabricated foundation base provided by the embodiment of the utility model；
Figure 11 is the second schematic diagram of bed course in a kind of stringing pole prefabricated foundation base provided by the embodiment of the utility model.
Icon：100- bed course；200- bottom plate；300- counterweight ring；400- foundation base main body；410- main unit；
411- groove structure；500- stiffener；600- lifting lug；700- accommodates slot structure；800- stirrup.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
The utility model is further described in detail below through specific implementation examples and in conjunction with the accompanying drawings.
Specific structure is as shown in Figure 1-Figure 11.
A kind of stringing pole prefabricated foundation base provided in this embodiment, including bed course 100, bottom plate 200, multiple groups counterweight ring
300 and foundation base main body 400, wherein the bottom end of stringing pole can be placed in by foundation base main body 400, thus to stringing
The bottom end of bar is fixed；Specifically, considering stringing pole prefabricated foundation base normal use, bed course 100 is arranged in foundation base
The bottom end of main body 400, the groove being equipped with by bed course 100 and bed course 100 foundation base main body 400 can be supported and
Limitation, to alleviate when stringing pole is arranged in foundation base main body 400, weight is larger and foundation base main body 400 occurs and moves down and horizontal
To the problem of displacement.Further, bottom plate 200 is arranged in foundation base main body 400, and bottom plate 200 is positioned close to bed course
At 100 position, and it is opposite with bed course 100, since the area of bottom plate 200 is greater than the area of bed course 100, counterweight ring 300, by
This under the action of bottom plate 200 and soil weight, makes foundation base main body when entire stringing pole prefabricated foundation base buries in the soil
400 bury stronger, to alleviate the problem of foundation base main body 400 is extracted from soil, while increasing foundation base main body 400
The power effect born.Furthermore, it is contemplated that the part mass that stringing pole is located at ground is larger, when stringing pole aerial part bears to carry
When lotus, biggish load effect is necessarily born in the bottom end of stringing pole, is arranged with multiple groups counterweight in foundation base main body 400 as a result,
Ring 300, in order to increase the weight of entire foundation base so that stringing pole aerial part bear compared with big load when, in foundation base
Under the action of entirety, the resistance to capsizing of stringing pole is improved, stringing pole is unlikely to run-off the straight and influences distribution line just
It is often used.
A kind of stringing pole prefabricated foundation base provided in this embodiment, may be implemented distribution line stringing pole basis in non-reality
The scene of applying carries out modularization precast, and prefabricated basic module is transported to construction site again when implementing and is installed.Pass through
Using the stringing pole prefabricated foundation base, the resistance to capsizing of first wife's electric line can either be kept, moreover it is possible to skip concrete foundation
Curing time, shorten the construction time, reduce due to construction time length that bring subtracts power supply volume, while avoiding overlapping investment, into
And improve the effectiveness of operation of enterprise.
In the optional technical solution of the present embodiment, foundation base main body 400 includes multiple groups main unit 410；Main unit 410
On be provided with the groove structure 411 to match with stringing pole bottom end；Multiple groups main unit 410 is stitched together basis of formation seat master
When body 400, multiple groups groove structure 411 surrounds the tubular structure for accommodating stringing pole bottom end jointly.
It should be pointed out that in view of precasting process process, casting equipment and the foundation base main body of foundation base main body 400
400 applicability and the convenience of transport, in the present embodiment, foundation base main body 400 is mainly made of multiple groups main unit 410,
Specifically, foundation base main body 400 is divided into multiple groups main unit 410, and it is respectively provided in every group of main unit 410 a part of recessed
Slot structure 411, when multiple groups main unit 410 is stitched together in succession, these groove structures 411 just surround a tubular knot
Structure, so as to which the merging of the bottom end of stringing pole wherein, is realized the fixation to stringing pole bottom end.By being divided into multiple groups main body list
Member 410, in casting, casting mold structure is simple, and is easy to draft, improves the forming quality of main unit 410, improves
Manufacture efficiency and reduce casting mold input cost；In addition, foundation base main body 400 is divided into multiple groups main unit 410,
The quality that individual module can also be reduced all has good convenience hence for carrying, transport, installation etc.；Except this
In addition, it is divided into multiple groups main unit 410 that can also carry out for the stringing pole of varying cross-section size foundation base main body 400
It is fixed, i.e., it can expand or reduce the size of tubular structure opening by the position of arrangement main unit 410, in order to meet
Accommodate the stringing pole of varying cross-section size.
Preferably, in the present embodiment, it is divided into four groups of main units 410 may be used also in addition to this foundation base main body 400
To be two groups, three groups, six groups etc., specific group number is unrestricted.
In the optional technical solution of the present embodiment, the cross sectional dimensions of foundation base main body 400 is sequentially reduced from top to bottom.
In the optional technical solution of the present embodiment, the multiple groups counterweight ring 300 that is set in foundation base main body 400 from top to bottom
Inner dimensions be sequentially reduced.
It is in cross section by the design of foundation base main body 400 in the present embodiment in view of the installation of bottom plate 200 and counterweight ring 300
The structure of size gradation is being arranged bottom plate 200 and is matching as a result, specifically, there are certain pattern draft (cone angles) between both ends
It is more convenient when weight ring 300；Meanwhile as bottom plate 200 and counterweight ring 300 are moved to bottom end along 400 top of foundation base main body
In the process, gap is gradually reduced between bottom plate 200, counterweight ring 300 and foundation base main body 400, finally, by bottom plate 200 and matching
Weight ring 300 can be such that multiple groups main unit 410 mutually clamps, and so as to realize the clamping to stringing pole, improve stringing pole
Firmness.
Correspondingly, the counterweight ring 300 being set in foundation base main body 400, position is more top, and inner rim size is smaller, with
Convenient for matching with the shape of foundation base main body 400.
In the optional technical solution of the present embodiment, groove structure 411 specifically uses arc groove；Multiple groups main unit 410 is spelled
When the basis of formation seat main body 400 that is connected together, multiple groups arc groove surrounds cylinder-like structure jointly.
Preferably, in the present embodiment, stringing pole is using cylindric, and the groove structure 411 in main unit 410 is adopted as a result,
With arc groove, thus, multiple arcs slot surrounds a cylinder-like structure, real in order to be clamped to columned stringing pole
Now fix.
It should be noted that 0.91 ton of the maximum weight of counterweight ring 300,0.71 ton of minimum weight, more multiple in some operating conditions
Under miscellaneous line condition, 200 weight of bottom plate needs to increase to 2.17 tons；When assembled in situ, can according to line condition to weight into
Row flexibly apolegamy.When only using 8 Prefabricated blocks, wherein including 1 main unit 410 of bottom plate 200,4 of bed course 100,1
And when 2 counterweight rings 300, the general requirement of route can be met；When using maximum configured, 12 Prefabricated blocks are selected,
The requirement of complex working condition can be met.
In the optional technical solution of the present embodiment, in bed course 100, bottom plate 200, counterweight ring 300 and foundation base main body 400
Portion is provided with stiffener 500.
In view of the strength problem of entire foundation base, in the present embodiment, in bed course 100, bottom plate 200, counterweight ring 300 and base
It is respectively provided with stiffener 500 inside plinth seat main body 400, in casting process, stiffener 500 is directly cast in inside, with
The intensity of each accessory is improved, to improve the integral strength of entire foundation base.
In the optional technical solution of the present embodiment, in bed course 100, bottom plate 200, counterweight ring 300 and foundation base main body 400
It is provided with lifting lug 600, and lifting lug 600 is connect with stiffener 500.
In the optional technical solution of the present embodiment, in bed course 100, bottom plate 200, counterweight ring 300 and foundation base main body 400
The accommodating slot structure 700 being provided at the position of lifting lug 600 for accommodating lifting lug 600 is set.
Since bed course 100, bottom plate 200, counterweight ring 300 and foundation base main body 400 are to be poured, including cement, stone
Son, reinforcing bar etc., weight is larger, for convenience of carrying, in the present embodiment, respectively in bed course 100, bottom plate 200, counterweight ring 300 and base
Lifting lug 600 is set in plinth seat main body 400, and considers the fastness problem of lifting lug 600, lifting lug 600 and stiffener 500 are connected
It connects, thus, in installation foundation seat, convenient in carrying.
Furthermore, it is contemplated that assembly problem, in the present embodiment, accommodating slot structure 700 is opened up at each lifting lug 600, to prevent
After only installing, lifting lug 600 is to generation installation interference between two neighboring accessory.
In the optional technical solution of embodiment, stirrup 800, and stirrup are provided in bottom plate 200 and each group counterweight ring 300
It is connected with each other between 800 and stiffener 500, it, can be to internal reinforcement by the way that stirrup 800 is arranged in each Prefabricated block
Reinforcing bar 500 (main reinforcement) plays fixed function, so that stirrup 800 and the synergistic effect of stiffener 500 (main reinforcement) can mention significantly
The intensity of high entire module.
A kind of stringing pole assembly provided in this embodiment, including above-mentioned stringing pole prefabricated foundation base, the as a result, stringing pole
Assembly technical advantage achieved and effect include above-mentioned stringing pole prefabricated foundation base technical advantage achieved and effect, this
Place repeats no more.
Finally it should be noted that：The above various embodiments is only to illustrate the technical solution of the utility model, rather than limits it
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand：It is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.
Claims (10)
1. a kind of stringing pole prefabricated foundation base is used for Forming framework line bar, which is characterized in that including：Bed course, bottom plate, multiple groups are matched
Weight ring and the foundation base main body for being placed in the stringing pole；
The bed course is set to the end of the foundation base main body, is used to support the foundation base main body；
The bottom plate is sheathed in the foundation base main body, and the bottom plate is oppositely arranged with the bed course；
Counterweight ring described in multiple groups is sequentially sleeved in the foundation base main body.
2. stringing pole prefabricated foundation base according to claim 1, which is characterized in that the foundation base main body includes multiple groups
Main unit；
The groove structure to match with the stringing pole bottom end is provided in the main unit；
When main unit described in multiple groups is stitched together to form the foundation base main body, groove structure described in multiple groups surrounds use jointly
In the tubular structure for accommodating the stringing pole bottom end.
3. stringing pole prefabricated foundation base according to claim 1 or 2, which is characterized in that the cross of the foundation base main body
Sectional dimension is sequentially reduced from top to bottom.
4. stringing pole prefabricated foundation base according to claim 3, which is characterized in that be set in the basis from top to bottom
The inner dimensions of counterweight ring described in multiple groups in seat main body are sequentially reduced.
5. stringing pole prefabricated foundation base according to claim 2, which is characterized in that the groove structure specifically uses arc
Shape slot；
When main unit described in multiple groups is stitched together to form the foundation base main body, arc groove described in multiple groups surrounds cylinder jointly
Shape structure.
6. stringing pole prefabricated foundation base according to claim 1, which is characterized in that the bed course, the bottom plate, described
Counterweight ring and the foundation base body interior are provided with stiffener.
7. stringing pole prefabricated foundation base according to claim 6, which is characterized in that the bed course, the bottom plate, described
It is provided with lifting lug in counterweight ring and the foundation base main body, and the lifting lug is connect with the stiffener.
8. stringing pole prefabricated foundation base according to claim 7, which is characterized in that the bed course, the bottom plate, described
The accommodating being provided at the position of the lifting lug for accommodating the lifting lug is set on counterweight ring and the foundation base main body
Slot structure.
9. stringing pole prefabricated foundation base according to claim 6, which is characterized in that counterweight described in the bottom plate and each group
Stirrup is provided in ring, the stirrup is connect with the stiffener.
10. a kind of stringing pole assembly, which is characterized in that including the described in any item stringing pole prefabricated bases claim 1-9
Seat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820639903.8U CN208136942U (en) | 2018-04-28 | 2018-04-28 | Stringing pole prefabricated foundation base and stringing pole assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820639903.8U CN208136942U (en) | 2018-04-28 | 2018-04-28 | Stringing pole prefabricated foundation base and stringing pole assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208136942U true CN208136942U (en) | 2018-11-23 |
Family
ID=64311818
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820639903.8U Expired - Fee Related CN208136942U (en) | 2018-04-28 | 2018-04-28 | Stringing pole prefabricated foundation base and stringing pole assembly |
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| Country | Link |
|---|---|
| CN (1) | CN208136942U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396764A (en) * | 2018-04-28 | 2018-08-14 | 广东电网有限责任公司 | Stringing pole prefabricated foundation base and stringing pole assembly |
-
2018
- 2018-04-28 CN CN201820639903.8U patent/CN208136942U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396764A (en) * | 2018-04-28 | 2018-08-14 | 广东电网有限责任公司 | Stringing pole prefabricated foundation base and stringing pole assembly |
| CN108396764B (en) * | 2018-04-28 | 2024-02-13 | 广东电网有限责任公司 | Wire pole prefabricated foundation seat and wire pole assembly |
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