CN108396764A - 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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- CN108396764A CN108396764A CN201810408600.XA CN201810408600A CN108396764A CN 108396764 A CN108396764 A CN 108396764A CN 201810408600 A CN201810408600 A CN 201810408600A CN 108396764 A CN108396764 A CN 108396764A
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- 239000003351 stiffener Substances 0.000 claims description 14
- 230000000712 assembly Effects 0.000 abstract description 2
- 238000000429 assembly Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 10
- 239000004568 cement Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000009826 distribution Methods 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000005266 casting Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 206010068052 Mosaicism Diseases 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 210000003765 sex chromosome Anatomy 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Electric Cable Installation (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention provides a kind of stringing pole prefabricated foundation base and stringing pole assemblies, are related to the technical field of distributing cable terminal.A kind of stringing pole prefabricated foundation base includes：Bed course, bottom plate, multigroup 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；Multigroup counterweight ring 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 present invention relates to the technical fields of distributing cable terminal, more particularly, to a kind of stringing pole prefabricated foundation base and frame
Line bar assembly.
Background technology
The reinforced cement pole of distribution line is commonly used in terminal, corner or larger line footpath multiloop in distribution line and sets up line
Road is organized vertical preceding it is generally necessary to which cast-in-place concrete basis, could organize vertical reinforced cement pole after basis cures.
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, the minimum duration needed 10 days or more.It is stood in the narrow reinforced cement pole group of some roads or original turns
Angular pole, tension-resistant rod (basis need to be poured into a mould again) rush repair when, because concrete foundation fail in time cure due to lead to cement pole
It can not organize vertical and circuit 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 with regard to bigger caused by power failure.
Based on problem above, propose that a kind of cement pole foundation base without cast-in-site is particularly important.
The information for being disclosed in the background technology part is merely intended to deepen understanding of the general background technology to the present invention, and
It is not construed as recognizing or implying in any form that the information constitutes the prior art known to those skilled in the art.
Invention content
The purpose of the present invention is to provide a kind of stringing pole prefabricated foundation base and stringing pole assemblies, to alleviate the prior art
In need cast-in-site in Forming framework line bar and lead 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 present invention takes is：
A kind of stringing pole prefabricated foundation base provided by the invention is used for Forming framework line bar, including：It is bed course, bottom plate, multigroup
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；
Multigroup counterweight ring is sequentially sleeved in the foundation base main body.
As a kind of further technical solution, the foundation base main body includes multigroup main unit；
The groove structure to match with the stringing pole bottom end is provided in the main unit；
When multigroup main unit is stitched together to form the foundation base main body, multigroup groove structure encloses jointly
At the tubular structure for housing 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, multigroup counterweight for being set in from top to bottom in the foundation base main body
The inner dimensions of ring are sequentially reduced.
As a kind of further technical solution, the groove structure specifically uses arc groove；
When multigroup main unit is stitched together to form the foundation base main body, multigroup arc groove 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 both 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 both 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 both provided at the position of the lifting lug for housing the lifting lug is set on body.
As a kind of further technical solution, it is both 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 invention includes the stringing pole prefabricated foundation base.
Compared with prior art, possessed by a kind of stringing pole prefabricated foundation base and stringing pole assembly provided by the invention
Technical advantage is：
A kind of stringing pole prefabricated foundation base provided by the invention, including bed course, bottom plate, multigroup counterweight ring and foundation base
Main body, wherein the bottom end of stringing pole can be placed in by foundation base main body, to which the bottom end of stringing pole be fixed；Tool
Body, it is contemplated that stringing pole prefabricated foundation base normal use, bed course are arranged in the bottom end of foundation base main body, by bed course and
The groove that bed course is equipped with can be supported and limit to foundation base main body, and stringing pole is arranged to alleviate to work as in foundation base main body
When, weight is larger and foundation base main body occurs and moves down and the problem of lateral displacement.Further, it is arranged in foundation base main body
Bottom plate, and bottom plate is positioned close at the position of bed course, and it is opposite with bed course, since the area of bottom plate is more than bed course, counterweight ring
Area, as a result, when entire stringing pole prefabricated foundation base buries in the soil, bottom plate and soil weight under the action of, make basis
Seat main body is buried more secured, to alleviate the problem of foundation base main body is extracted from soil, while increasing foundation base main body institute
The force 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 load
When, larger load effect is necessarily born in the bottom end of stringing pole, is arranged with multigroup counterweight ring in foundation base main body as a result, with
Convenient for increasing the weight of entire foundation base so that stringing pole aerial part is when bearing compared with big load, in the work of foundation base entirety
Under, the resistance to capsizing of stringing pole is improved, stringing pole is unlikely to run-off the straight and influences the normal use of distribution line.
A kind of stringing pole prefabricated foundation base provided by the invention, may be implemented distribution line stringing pole basis in non-implementation
Scene carries out modularization precast, and prefabricated basic module, which is transported to construction site, again when implementing installs.By adopting
With 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, shortens the construction time, reduces bring subtract power supply volume due to construction time length, while avoiding overlapping investment, in turn
Improve the effectiveness of operation of enterprise.
A kind of stringing pole assembly provided by the invention, including above-mentioned stringing pole prefabricated foundation base, the stringing pole is total as a result,
Include the technical advantage and effect that above-mentioned stringing pole prefabricated foundation base is reached at the technical advantage and effect that are reached, herein
It repeats no more.
Description of the drawings
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, in being described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is a kind of first schematic diagram of stringing pole prefabricated foundation base provided in an embodiment of the present invention；
Fig. 2 is the second schematic diagram after a kind of stringing pole prefabricated foundation base assembly provided in an embodiment of the present invention；
Fig. 3 is the third schematic diagram after a kind of stringing pole prefabricated foundation base assembly provided in an embodiment of the present invention；
Fig. 4 is the structural representation of foundation base main body in a kind of stringing pole prefabricated foundation base provided in an embodiment of the present invention
Figure；
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 bottom plate provided in an embodiment of the present invention；
Fig. 7 is a kind of second schematic diagram of stringing pole prefabricated foundation base bottom plate provided in an embodiment of the present invention；
Fig. 8 is the first schematic diagram of counterweight ring in a kind of stringing pole prefabricated foundation base provided in an embodiment of the present invention；
Fig. 9 is the second schematic diagram of counterweight ring in a kind of stringing pole prefabricated foundation base provided in an embodiment of the present invention；
Figure 10 is the first schematic diagram of bed course in a kind of stringing pole prefabricated foundation base provided in an embodiment of the present invention；
Figure 11 is the second schematic diagram of bed course in a kind of stringing pole prefabricated foundation base provided in an embodiment of the present invention.
Icon：100- bed courses；200- bottom plates；300- counterweight rings；400- foundation base main bodys；410- main units；
411- groove structures；500- stiffeners；600- lifting lugs；700- houses slot structure；800- stirrups.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for the description present invention and simplify description, do not indicate or imply the indicated device or element must have a particular orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for description purposes only, and is not understood to indicate or imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
The present invention is described in further detail below through specific implementation examples and in conjunction with the accompanying drawings.
Concrete 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, multigroup 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, 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, when alleviating the setting stringing pole in the 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 more 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 more securely, to alleviate the problem of foundation base main body 400 is extracted from soil, while increasing foundation base main body 400
The force 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, larger load effect is necessarily born in the bottom end of stringing pole, is arranged with multigroup 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 is when bearing compared with big load, 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, which is transported to construction site, again when implementing installs.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 bring subtract power supply volume due to construction time length, 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 multigroup main unit 410；Main unit 410
On be provided with the groove structure 411 to match with stringing pole bottom end；Multigroup main unit 410 is stitched together basis of formation seat master
When body 400, multigroup groove structure 411 surrounds the tubular structure for housing stringing pole bottom end jointly.
It should be pointed out that in view of precasting process flow, 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 multigroup main unit 410,
Specifically, foundation base main body 400 is divided into multigroup main unit 410, and it is respectively provided in every group of main unit 410 a part of recessed
Slot structure 411, when multigroup 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 multigroup main body list
Member 410, in cast, casting mold is simple in structure, 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 multigroup 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, the stringing pole that foundation base main body 400 is divided into multigroup main unit 410 that can also be directed to varying cross-section size is carried out
It is fixed, i.e., by arranging that the position of main unit 410 can expand or reduce the size of tubular structure opening, in order to meet
The stringing pole of accommodating 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, multigroup counterweight ring 300 for being set in from top to bottom in foundation base main body 400
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 along 400 top of foundation base main body to bottom end
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 is matched
Weight ring 300 can be such that multigroup 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；Multigroup main unit 410 is spelled
When the basis of formation seat main body 400 that is connected together, multigroup 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, to which 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 is more multiple in some operating modes
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, you can meet the general requirement of circuit；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 both 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 for improving each accessory, 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 both 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 both provided at the position of lifting lug 600 for housing lifting lug 600 is set.
Since bed course 100, bottom plate 200, counterweight ring 300 and foundation base main body 400 are to pour into a mould, 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 in view of the secured sex chromosome mosaicism of lifting lug 600, lifting lug 600 and stiffener 500 are connected
It connects, to, 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 generates installation interference between two neighboring accessory.
In the optional technical solution of embodiment, stirrup 800, and stirrup are both 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, to which stirrup 800 and the synergistic effect of stiffener 500 (main reinforcement) can carry 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
The technical advantage and effect that assembly is reached include the technical advantage and effect that above-mentioned stringing pole prefabricated foundation base is reached, this
Place repeats no more.
Finally it should be noted that：The above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Present invention has been described in detail with reference to the aforementioned embodiments for pipe, it will be understood by those of ordinary skill in the art that：Its according to
So can with technical scheme described in the above embodiments is modified, either to which part or all technical features into
Row equivalent replacement；And these modifications or replacements, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
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, Duo Zupei
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；
Multigroup counterweight ring 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 multigroup
Main unit；
The groove structure to match with the stringing pole bottom end is provided in the main unit；
When multigroup main unit is stitched together to form the foundation base main body, multigroup groove structure surrounds use jointly
In the tubular structure for housing 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 multigroup counterweight ring 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 multigroup main unit is stitched together to form the foundation base main body, multigroup arc groove 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 both 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 both 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
It is arranged on counterweight ring and the foundation base main body and is both provided at the position of the lifting lug for housing the accommodating of the lifting lug
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 both provided in ring, the stirrup is connect with the stiffener.
10. a kind of stringing pole assembly, which is characterized in that including claim 1-9 any one of them stringing poles prefabricated basis
Seat.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810408600.XA CN108396764B (en) | 2018-04-28 | 2018-04-28 | Wire pole prefabricated foundation seat and wire pole assembly |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810408600.XA CN108396764B (en) | 2018-04-28 | 2018-04-28 | Wire pole prefabricated foundation seat and wire pole assembly |
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| CN108396764A true CN108396764A (en) | 2018-08-14 |
| CN108396764B CN108396764B (en) | 2024-02-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109826485A (en) * | 2019-01-19 | 2019-05-31 | 江苏景灿钢杆有限公司 | A kind of communication tower precast base and its precasting process |
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| CN102409697A (en) * | 2011-09-15 | 2012-04-11 | 江苏九鼎环球建设科技集团有限公司 | Prefabricated tower and mast structure foundation |
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| CN203684258U (en) * | 2014-01-02 | 2014-07-02 | 台山市宁华电力设计有限公司 | Prefabricated concrete rod sleeve foundation |
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| CN107059911A (en) * | 2017-06-13 | 2017-08-18 | 吉林省电力勘测设计院 | A kind of prefabricated assembled basis and its assemble method |
| CN208136942U (en) * | 2018-04-28 | 2018-11-23 | 广东电网有限责任公司 | Stringing pole prefabricated foundation base and stringing pole assembly |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109826485A (en) * | 2019-01-19 | 2019-05-31 | 江苏景灿钢杆有限公司 | A kind of communication tower precast base and its precasting process |
| CN109826485B (en) * | 2019-01-19 | 2024-03-01 | 江苏景灿钢杆有限公司 | Prefabricated base of communication tower and prefabrication process thereof |
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