CN205776315U - Reinforced concrete plate assembly and concrete pole foundation - Google Patents
Reinforced concrete plate assembly and concrete pole foundation Download PDFInfo
- Publication number
- CN205776315U CN205776315U CN201620607465.8U CN201620607465U CN205776315U CN 205776315 U CN205776315 U CN 205776315U CN 201620607465 U CN201620607465 U CN 201620607465U CN 205776315 U CN205776315 U CN 205776315U
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- connecting portion
- concrete slab
- electric pole
- armoured concrete
- armoured
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- 239000004567 concrete Substances 0.000 title claims abstract description 134
- 239000011150 reinforced concrete Substances 0.000 title abstract description 15
- 230000015572 biosynthetic process Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 6
- 239000010426 asphalt Substances 0.000 claims description 4
- 238000005755 formation reaction Methods 0.000 claims 2
- 239000000203 mixture Substances 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 16
- 230000032258 transport Effects 0.000 description 9
- 239000002689 soil Substances 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000003755 preservative agent Substances 0.000 description 2
- 230000002335 preservative effect Effects 0.000 description 2
- 108010022579 ATP dependent 26S protease Proteins 0.000 description 1
- 206010044565 Tremor Diseases 0.000 description 1
- 241000276425 Xiphophorus maculatus Species 0.000 description 1
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical compound C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a reinforced concrete board subassembly and concrete pole basis, wherein, including at least three reinforced concrete slab, reinforced concrete slab is last to be formed with connecting portion, connecting portion are used for each reinforced concrete slab can dismantle to enclose into frame construction after connecting. The utility model provides a reinforced concrete slab and concrete pole basis because reinforced concrete slab is platelike structure can be convenient for transport to required job site to can be a plurality of according to the construction needs after transporting to job site reinforced concrete slab links up as construction needs, can guarantee difficult harm when the transportation, also can satisfy construction needs, and the flexibility is higher.
Description
Technical field
This utility model embodiment relates to pole-foundation design field, particularly relates to a kind of armored concrete board component and mixes
Solidifying soil pole-foundation.
Background technology
The feature of innerland, desert oil gas field individual well power circuit is that radius of electricity supply is big, and construction is big；And drift-sand
Surface sand earth degree of compaction is little, low bearing capacity, and engineering property is poor.
In prior art for innerland, desert oil gas field distribution line commonly use concurrent basis work progress as follows,
First culvert pipe is erected in the electric pole foundation ditch accomplished fluently in advance first by engineering machinery, then electric pole is stood in culvert pipe on chassis,
Then toward the internal casting concrete of culvert pipe, after concrete coagulation, engineering machinery can be withdrawn, and concurrent basis has made
Become.
Above-mentioned concurrent basis of the prior art needs use culvert pipe, and owing to culvert pipe is the tubulose of hollow
Structure, volume is relatively big, in use, needs the prefabrication from specialty, and transports to job site, transport inconvenience, and not
Can there will be with avoiding and collide with and cause culvert pipe to damage.
Utility model content
This utility model provides a kind of armored concrete board component and concurrent basis, in order to solve in prior art
Drawbacks described above, in order on the reliable use not affected while the transport of construction material in work progress before construction.
On the one hand this utility model provides a kind of armored concrete board component, including at least three armoured concrete slab, institute
Stating and be formed with connecting portion on armoured concrete slab, described connecting portion is after removably connecting each described armoured concrete slab
Surround frame structure.
Further, described connecting portion includes the first connecting portion and the second connecting portion, described first connecting portion and described
Two connecting portions are for connecting different armoured concrete slabs respectively.
Further, described armoured concrete slab is rectangular configuration, and described first connecting portion and described second connecting portion set
Put in two opposing sidewalls of the armoured concrete slab of rectangular configuration.
Further, the quantity of described first connecting portion and described second connecting portion is two；
Two described first connecting portions are arranged on a sidewall of described armoured concrete slab, and two the second connecting portions are arranged
On another sidewall of described armored concrete；Or, first connecting portion and second connecting portion are arranged on described steel
On one sidewall of reinforced concrete plate, another one the first connecting portion and another one the second connecting portion are arranged on described reinforced concrete
On another sidewall of soil plate.
Further, described first connecting portion is screw and nut assembly, and described second connecting portion is for being formed at described reinforcing bar
On concrete slab, for the through hole passed for screw.
Further, the axis direction of described through hole is vertical with the axis direction of described screw.
On the other hand this utility model provides a kind of concurrent basis, including electric pole foundation ditch, for inserting for electric pole
Framework, and for being filled in the packed layer between described frame inner surface and electric pole；
Described framework is formed by the armored concrete board component described in any of the above-described item, in described armored concrete board component
At least three armoured concrete slab two-by-two connect formation described framework.
Further, described framework includes that four described armoured concrete slabs, four described armoured concrete slabs hang down two-by-two
Direct-connected connecing surrounds quadra.
Further, inner surface and the outer surface of described framework is coated with anticorrosive coat.
Further, described anticorrosive coat is bitumen layer.
Further, described packed layer include multiple sandbag, multiple sandbags be squeezed between frame inner surface and electric pole with
Form described packed layer.
Further, multiple sandbag hierarchal arrangement basis of formation layers and back-up coat, described basal layer is formed at described electric pole
The bottom of foundation ditch, described back-up coat is formed on described basal layer.
Further, the bottom of described electric pole foundation ditch is provided with the chassis for installing electric pole, described chassis is formed
There is the mounting groove coordinated with described electric pole.
Further, described mounting groove is positioned at the center position of described framework.
Armored concrete board component and concurrent that this utility model provides are basic, due to by designing with connection
The armoured concrete slab in portion so that can conveniently dismount between each armoured concrete slab, due to armoured concrete slab in
Platy structure, shape is the most regular, and transport is got up more convenient, is hardly damaged, and transports to job site permissible
Multiple armoured concrete slabs are spliced to form the device that disclosure satisfy that construction requirement, and the concurrent that this utility model provides
Basis, by using this kind with the armoured concrete slab of connecting portion, and avoids and needs transportation volume bigger in prior art
Culvert pipe, and have only to the armoured concrete slab that independent shipment form is the most regular, transport difficulty can either be reduced, nor affect on and execute
The reliability of work.
Accompanying drawing explanation
The structural representation of the armoured concrete slab that Fig. 1 provides for this utility model one embodiment；
The frame structure schematic diagram that the armored concrete board component that Fig. 2 provides for this utility model one embodiment is formed；
Fig. 3 is the framework in this utility model one embodiment and the structural representation on chassis；
The use view on the concurrent basis that Fig. 4 provides for another embodiment of this utility model.
Reference:
200-electric pole foundation ditch；
300-electric pole；
400-framework；
500-packed layer；
600-chassis；
101-armoured concrete slab；
102-connecting portion；
1021-the first connecting portion；
1022-the second connecting portion；
501-sandbag；
601-mounting groove.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, new below in conjunction with this practicality
Accompanying drawing in type embodiment, is clearly and completely described the technical scheme in this utility model embodiment, it is clear that retouched
The embodiment stated is a part of embodiment of this utility model rather than whole embodiments.Based on the enforcement in this utility model
Example, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into
The scope of this utility model protection.
Embodiment one
The structural representation of the armoured concrete slab that Fig. 1 provides for this utility model one embodiment；Fig. 2 is this utility model
The frame structure schematic diagram that the armored concrete board component that one embodiment provides is formed；Refer to accompanying drawing 1 and Fig. 2, the present embodiment
A kind of armored concrete board component is provided, including at least three armoured concrete slab 101, armoured concrete slab 101 is formed
Connecting portion 102, connecting portion 102 surrounds frame structure after being removably connected by each armoured concrete slab 101.
Armoured concrete slab 101 generally can be divided into rectangular slab, plectane and sketch plate by flat shape, in the present embodiment
Preferably, this armoured concrete slab 101 is rectangular configuration.In the present embodiment, the connecting portion 102 on armoured concrete slab 101 is in system
Can be formed during making armoured concrete slab 101, the quantity of the connecting portion 102 on an armoured concrete slab 101 can be
Multiple, and, the kind of multiple connecting portions 102 can be incomplete same.
Connecting portion 102 can be the structure extended outward from armoured concrete slab 101, for example, it is possible at reinforced concrete
The connectors such as soil plate 101 stud bolt, grab, the connector part such as bolt, grab is embedded in armoured concrete slab 101,
Another part (such as the screw rod of bolt) extends out from armoured concrete slab 101 and forms a kind of connecting portion 102；This reinforced concrete
It is also provided with other kinds of connecting portion 102 on soil plate 101, such as, is embedded in through hole at armoured concrete slab 101
Connector, this connector part is embedded in armoured concrete slab 101, and another part of band through hole stretches out armored concrete
Plate 101, this through hole then forms another connecting portion 102.When operator needs two or more above-mentioned reinforcing bars
When concrete slab 101 connects, then can be cooperated by the connecting portion 102 of above two type, and by two or two with
On armoured concrete slab 101 be removably joined together.
In addition, it is necessary to explanation, the concrete structure of each armoured concrete slab 101 in the present embodiment can be identical,
Can also be different.The connecting portion 102 on armoured concrete slab 101 in the present embodiment is in order to by two or more steel
Reinforced concrete plate 101 couples together and arranges.
The armored concrete board component that the present embodiment provides, by designing the armoured concrete slab with connecting portion 102
101 so that when dismounting after multiple armoured concrete slabs 101 are coupled together or connect by needs, can be real by connecting portion 102
Dismounting between the most each armoured concrete slab 101, when each armoured concrete slab 101 is not connected with each other, each reinforcing bar
Concrete slab 101 can individually placed transport to job site, due to the plate-shaped structure of armoured concrete slab 101, shape is general
The most regular, transport is got up more convenient, is hardly damaged.And transport to can be by multiple armoured concrete slabs behind job site
101 are spliced to form the device that disclosure satisfy that construction requirement, it is ensured that reliability when construction is used.
In the above-described embodiments, more specifically, connecting portion 102 includes the first connecting portion 1021 and the second connecting portion 1022,
First connecting portion 1021 and the second connecting portion 1022 are for connecting different armoured concrete slabs 101 respectively.Concrete, such as,
First connecting portion 1021 is for being connected with an armoured concrete slab, and the second connecting portion 1022 is used for and another one reinforced concrete
Soil plate connects.It will be appreciated by persons skilled in the art that " armoured concrete slab " and " additionally of indication in the present embodiment
One armoured concrete slab " it is two armoured concrete slabs, the armoured concrete slab of the present embodiment connects other two reinforcing bars to be mixed
Concrete board, and, connected respectively by the first connecting portion 1021 and the second connecting portion 1022.By the first connecting portion 1021 and
Two connecting portions 1022 connect from different armoured concrete slab respectively, so, can will be equipped with the first connecting portion 1021 and the
Multiple armoured concrete slabs of two connecting portions 1022 couple together formation desired structure, and operability is stronger.
In the present embodiment, armoured concrete slab 101 is rectangular configuration, the first connecting portion 1021 and the second connecting portion 1022
In two opposing sidewalls of the armoured concrete slab 101 being arranged on rectangular configuration.The armoured concrete slab 101 of rectangular configuration includes
Upper surface, lower surface and four sidewall surfaces being connected between upper surface and lower surface, four sidewall surfaces are relative two-by-two, its
In, two relative sidewalls arrange the first connecting portion 1021 and the second connecting portion 1022.
The quantity of the first connecting portion 1021 and the second connecting portion 1022 can be one or more than one.Such as, when
When the quantity of a junction 1021 and the second connecting portion 1022 is one, the first connecting portion 1021 is at armoured concrete slab 101
One of them sidewall on the first connecting portion 1021 is set, on armoured concrete slab 101 relative to sidewall on arrange second even
Meet portion 1022.
When the quantity of the first connecting portion 1021 and the second connecting portion 1022 is more than one, armoured concrete slab 101
First connecting portion 1021 can be only set on same sidewall, it is possible to arrange the first connecting portion 1021 and the second connecting portion simultaneously
1022, the present embodiment without particular limitation of.The present embodiment is preferred, and the quantity of the first connecting portion 1021 and the second connecting portion 1022 is equal
It it is two；And its set-up mode is: two the first connecting portions 1021 are arranged on a sidewall of armoured concrete slab 101, two
Individual second connecting portion 1022 is arranged on another sidewall of armoured concrete slab 101.So, operator is using connecting portion 102
When carrying out the connection between multiple armoured concrete slab 101, it is the most convenient to operate.Certainly, the first connecting portion 1021 and second connects
Connecing the quantity in portion 1022 when being two, set-up mode is it may also is that first connecting portion 1021 and second connecting portion
1022 are arranged on a sidewall of armoured concrete slab 101, and another one the first connecting portion 1021 and another one second connect
Portion 1022 is arranged on another sidewall of armoured concrete slab 101.
It addition, when the quantity of the first connecting portion 1021 and the second connecting portion 1022 is three or more than three, it sets
The mode of putting is referred to the above embodiments, then this repeats no more.
The type of the first connecting portion 1021 and the second connecting portion 1022 can be different, and the present embodiment is preferred, and first connects
Portion 1021 is screw and nut assembly, and the second connecting portion 1022 is on armoured concrete slab 101, for passing for screw for being formed at
Through hole.When being connected by two armoured concrete slabs, operator can by first on one of them armoured concrete slab even
Meet portion 1021 (screw and nut assembly) and the second connecting portion 1022 (through hole) coordinates, concrete, screw is inserted in through hole, and
Pass through nut screwing clamping, it is achieved removably connecting between two armoured concrete slabs, simple in construction, simple operation.
It addition, further, the axis direction of through hole can be vertical with the axis direction of screw, consequently, it is possible to work as spiral shell
After silk pierces in through hole, i.e. after the first connecting portion 1021 coordinates with the second connecting portion 1022, the sidewall of through hole is difficult to make screw
Becoming extruding, the armoured concrete slab after two connections is the most firm after connecting, and is difficult to get loose.
Embodiment two
Fig. 3 is the framework in this utility model one embodiment and the structural representation on chassis；Fig. 4 be this utility model another
The use view on the concurrent basis that embodiment provides.As shown in Figure 3 and Figure 4, the present embodiment provides one mixed
Solidifying soil pole-foundation, this concurrent basis includes electric pole foundation ditch 200, the framework 400 inserted for confession electric pole 300, and
For the packed layer 500 being filled between framework 400 inner surface and electric pole 300.Wherein, framework 400 is by any of the above-described embodiment
Provided in armored concrete board component formed, at least three armoured concrete slab in described armored concrete board component
101 connect formation framework 400 two-by-two.
The 26S Proteasome Structure and Function of the armoured concrete slab 101 in the present embodiment is same as the previously described embodiments, does not repeats them here.
Packed layer 500 in the present embodiment is mainly used in reinforcing electric pole 300, prevents electric pole 300 from installing shakiness.The present embodiment
Concurrent basis eliminate the culvert pipe used in prior art, and use the armored concrete that multiple embodiment one provides
The framework 400 that plate 101 is formed by connecting two-by-two substitutes culvert pipe of the prior art, owing to forming the armoured concrete slab of framework 400
Can dismount between 101, the shape of armoured concrete slab 101 is regular (plate-shaped), is hardly damaged, and is easy to from rickyard to executing
Having bad luck between ground, workshop, and relatively simple compared to its manufacturing process of culvert pipe of the prior art, can be existing from construction
The local making that field is nearer, it is not necessary to long-distance transportation.It addition, compared to culvert pipe of the prior art, its small volume, once
The quantity having bad luck can be more, is conducive to improving efficiency of construction.
In the above-described embodiments, framework 400 can include four armoured concrete slabs 101, four armoured concrete slabs 101
Can the most vertically connect to surround quadra, Stability Analysis of Structures, it is simple to electric pole 300 is installed.Further, framework 400
Inner surface and outer surface can be coated with anticorrosive coat.Owing to framework 400 is to be spliced by armoured concrete slab 101, will splicing
After the surfaces externally and internally of framework 400 anticorrosive coat is set, armoured concrete slab 101 to be completely cut off further air and water, be conducive to
Prevent the corrosion of armoured concrete slab 101, improve the life-span on whole concurrent basis, it is ensured that the intensity after long-time use
Preferable with structural stability.
Preferably, anticorrosive coat is bitumen layer, and bitumen layer has preferable anticorrosion ability for armoured concrete slab.When
So, those skilled in the art can select other equally to reach the preservative of antiseptic effect as steel according to practical situation
The anticorrosive coat of framework 400 that reinforced concrete plate 101 is constituted, the present embodiment portion without particular limitation of.
As it is shown on figure 3, packed layer 500 can include that multiple sandbag 501, multiple sandbags 501 are squeezed in framework 400 inner surface
And to form packed layer 500 between electric pole 300.Concrete, the size and number of sandbag 501 can be formed according in framework 400
Space size and specifically select.During for the construction on innerland, desert, carrying out electric pole 300 in prior art installing reinforcing is to adopt
Being used in the mode of casting concrete in culvert pipe, this mode mainly has that following some is not enough: first, due to the water on innerland, desert
Resource is less, almost without available water resource, make concrete required for water then need from the most remote place (such as several hundred kilometers
It is transported to construction site outward), the most relatively costly；Second, owing to the setting time of concrete is longer, therefore engineering machinery
The suspension rod time is long, easily delays project progress；3rd, the temperature to environment that condenses of concrete requires, and desert area
Winter temperature cannot meet concreting requirement, has a strong impact on construction speed.The concurrent basis that the present embodiment provides,
Use sandbag 501 that electric pole 300 is reinforced, eliminate the process of casting concrete, effectively overcome above-mentioned of the prior art
Shortcoming.Further, the making of sandbag 501 can be gathered materials on the spot, and has effectively saved construction material.
In the present embodiment, multiple sandbags 501 can be with hierarchal arrangement basis of formation layer and back-up coat, and basal layer is formed at electricity
The bottom of bar foundation ditch 200, back-up coat is formed on basal layer.Through overtesting, multiple sandbag 501 arranged stacked form above-mentioned knot
Structure, it is possible to effectively fixing electric pole 300, the resistance to capsizing on whole concurrent basis is stronger.
The chassis 600 for installing electric pole can be provided with in the bottom of electric pole foundation ditch 200, chassis 600 is formed with
The mounting groove 601 that electric pole 300 coordinates.The shape of cross section of mounting groove 601 can be with the mating shapes of electric pole 300, electric pole 300
Bearing and transmit electric pole weight in being arranged on mounting groove 601, chassis 600 entirety can be square, is recessed into one at square planar
Block is more than the mounting groove 601 of electric pole 300 base diameter, and the size of mounting groove 601 is different according to the root diameter (RD) of electric pole 300, and
Depending on thickness then can be according to tower load, whole chassis 600 is mainly used as the pressure born vertically downward.
More specifically, mounting groove 601 may be located at the center position of framework 400, for example, for square frame
Frame, the center of mounting groove 601 can overlap with the diagonal intersection point of quadra, owing to mounting groove 601 is used for fixing electric pole
300, therefore, mounting groove 601 is arranged on framework 400 center, owing to packed layer 500 is filled in electric pole 300 and table in framework 400
Between face, therefore, when the mounting groove 601 for installing electric pole 300 is positioned at framework 400 center, advantageously ensure that electric pole 300 is subject to
Power is uniform, is less susceptible to the phenomenon of inclination occur, and the stability on concurrent basis is more preferable.
The work progress on innerland, desert on the concurrent basis that the present embodiment provides can be such that
The first step: choose suitable area, the armoured concrete slab 101 of prefabricated embodiment one nearby.
Second step: each concurrent basis uses four pieces of above-mentioned armoured concrete slabs 101, and passes through connecting portion
102 by each armoured concrete slab 101 in 90 degree of connections, to be assembled into the framework 400 (square box without upper and lower surface
Frame).
3rd step: the surfaces externally and internally of the framework 400 assembled is used Colophonium preservative treatment.
4th step: framework 400 is positioned in the electric pole foundation ditch 200 dug.
5th step: chassis 600 is positioned in the middle of the Shamian Island of electric pole foundation ditch 200 of framework 400.
6th step: electric pole 300 is placed on chassis 600.
7th step: fill the multiple sandbags 501 (such as 16 sandbags) of husky one-tenth with woven bag on the spot, and seal.
8th step: fill a part of sandbag 501 (such as eight sand in framework 400 and around the root of electric pole 300
Bag), and tamp with the surface sand cementation of fissures, basis of formation layer.
9th step: on the sandbag inserted, refills remaining sandbag 501, and tamps with the surface sand cementation of fissures, and formation adds
Gu layer.
So far, concurrent foundation construction completes.
Last it is noted that above example is only in order to illustrate the technical solution of the utility model, it is not intended to limit；
Although this utility model being described in detail with reference to previous embodiment, it will be understood by those within the art that:
Technical scheme described in foregoing embodiments still can be modified by it, or carries out wherein portion of techniques feature
With replacing；And these amendments or replacement, do not make the essence of appropriate technical solution depart from this utility model each embodiment technology
The spirit and scope of scheme.
Claims (14)
1. an armored concrete board component, it is characterised in that include at least three armoured concrete slab, described armored concrete
Being formed with connecting portion on plate, described connecting portion surrounds framework knot after being removably connected by each described armoured concrete slab
Structure.
Armored concrete board component the most according to claim 1, it is characterised in that described connecting portion includes the first connecting portion
With the second connecting portion, described first connecting portion and described second connecting portion for connecting different armoured concrete slabs respectively.
Armored concrete board component the most according to claim 2, it is characterised in that described armoured concrete slab is rectangle knot
Structure, described first connecting portion and described second connecting portion are arranged on two opposing sidewalls of the armoured concrete slab of rectangular configuration
On.
Armored concrete board component the most according to claim 3, it is characterised in that described first connecting portion and described second
The quantity of connecting portion is two；
Two described first connecting portions are arranged on a sidewall of described armoured concrete slab, and two the second connecting portions are arranged on institute
State on another sidewall of armored concrete；Or, first connecting portion and second connecting portion are arranged on described reinforcing bar and mix
On one sidewall of concrete board, another one the first connecting portion and another one the second connecting portion are arranged on described armoured concrete slab
Another sidewall on.
5. according to the armored concrete board component described in any one of claim 2～4, it is characterised in that described first connecting portion
For screw and nut assembly, described second connecting portion be formed on described armoured concrete slab, logical for pass for screw
Hole.
Armored concrete board component the most according to claim 5, it is characterised in that the axis direction of described through hole is with described
The axis direction of screw is vertical.
7. a concurrent basis, it is characterised in that include electric pole foundation ditch, for the framework inserted for electric pole, Yi Jiyong
In the packed layer being filled between described frame inner surface and electric pole；
Described framework is formed by the armored concrete board component as described in any one of claim 1～6, described armoured concrete slab
At least three armoured concrete slab in assembly connects the described framework of formation two-by-two.
Concurrent the most according to claim 7 basis, it is characterised in that described framework includes that four described reinforcing bars mix
Concrete board, four described armoured concrete slabs the most vertically connect to surround quadra.
9. according to the concurrent basis described in claim 7 or 8, it is characterised in that the inner surface of described framework and appearance
Face is coated with anticorrosive coat.
Concurrent the most according to claim 9 basis, it is characterised in that described anticorrosive coat is bitumen layer.
11. according to the concurrent basis described in claim 7 or 8, it is characterised in that described packed layer includes multiple sand
Bag, multiple sandbags are squeezed between frame inner surface and electric pole to form described packed layer.
12. concurrent according to claim 11 bases, it is characterised in that multiple sandbag hierarchal arrangement basis of formations
Layer and back-up coat, described basal layer is formed at the bottom of described electric pole foundation ditch, and described back-up coat is formed on described basal layer.
13. according to the concurrent basis described in claim 7 or 8, it is characterised in that set in the bottom of described electric pole foundation ditch
It is equipped with the chassis for installing electric pole, described chassis is formed the mounting groove coordinated with described electric pole.
14. concurrent according to claim 13 bases, it is characterised in that described mounting groove is positioned at described framework
Center position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607465.8U CN205776315U (en) | 2016-06-20 | 2016-06-20 | Reinforced concrete plate assembly and concrete pole foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607465.8U CN205776315U (en) | 2016-06-20 | 2016-06-20 | Reinforced concrete plate assembly and concrete pole foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776315U true CN205776315U (en) | 2016-12-07 |
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ID=58132894
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620607465.8U Active CN205776315U (en) | 2016-06-20 | 2016-06-20 | Reinforced concrete plate assembly and concrete pole foundation |
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| Country | Link |
|---|---|
| CN (1) | CN205776315U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117905330A (en) * | 2024-02-28 | 2024-04-19 | 广东电网有限责任公司揭阳供电局 | Assembling type concrete pole prefabricated member mounting method |
-
2016
- 2016-06-20 CN CN201620607465.8U patent/CN205776315U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117905330A (en) * | 2024-02-28 | 2024-04-19 | 广东电网有限责任公司揭阳供电局 | Assembling type concrete pole prefabricated member mounting method |
| CN117905330B (en) * | 2024-02-28 | 2024-06-14 | 广东电网有限责任公司揭阳供电局 | Assembling type concrete pole prefabricated member mounting method |
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