CN208965578U - A kind of steel tower concrete pedestal - Google Patents
A kind of steel tower concrete pedestal Download PDFInfo
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- CN208965578U CN208965578U CN201821303181.5U CN201821303181U CN208965578U CN 208965578 U CN208965578 U CN 208965578U CN 201821303181 U CN201821303181 U CN 201821303181U CN 208965578 U CN208965578 U CN 208965578U
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- reinforcement cage
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- screw
- steel reinforcement
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Abstract
The utility model discloses a kind of steel tower concrete pedestals, including the four columns body being cast in the foundation pit of ground, and it is cast in the connector between two adjacent column bodies, the column body includes steel reinforcement cage, cement mortar column and pedestal, the pedestal is mounted on the upper end of the steel reinforcement cage, the pedestal and the steel reinforcement cage are cast in the cement mortar column, the pedestal is a frame structure, its interior welds has two boards part, two anchoring part bars are welded at the top of every block of plate, the upper end of the anchoring part bar extends to the outside of the cement mortar column, the dry upper end of the anchoring part is machined with downwards the threaded hole of cooperation steel tower, the depth of the threaded hole is 15 ~ 20cm, the connector includes the first steel reinforcement cage, and envelope first steel reinforcement cage the first cement mortar it is vertical Column；The quality of the present apparatus is relatively light, and supports more reliable.
Description
Technical field
The utility model relates to a kind of steel tower concrete pedestals.
Background technique
Steel tower is mainly used for carrying high-tension bus-bar or the support for the communications cable, steel tower are typically installed at countryside
In farmland, ionising radiation is avoided, the bottom of steel tower is mainly to be supported by concrete pedestal, coagulation in the prior art
Soil matrix seat is needed using filling concrete, the volume structure of pedestal is huge, and quality is also larger, and the soil in farmland when building
Matter is relatively soft, therefore there is the possibility of recess, leads to steel tower run-off the straight after installation is complete.
Based on the above issues, it is desirable to provide a kind of quality is relatively light, and supports more reliable steel tower coagulation soil matrix
Seat.
Summary of the invention
The technical problem to be solved by the utility model is to provide a kind of quality is relatively light, and support more reliable
Steel tower concrete pedestal.
The utility model is achieved through the following technical solutions:
A kind of steel tower concrete pedestal, including the four columns body being cast in the foundation pit of ground, and be cast in two it is adjacent
Connector between the column body, the column body include steel reinforcement cage, cement mortar column and pedestal, and the pedestal is mounted on
The upper end of the steel reinforcement cage, the pedestal and the steel reinforcement cage are cast in the cement mortar column, and the pedestal is
One frame structure, interior welds have two boards part, are welded with two anchoring part bars, institute at the top of every block of plate
The upper end for stating anchoring part bar extends to the outside of the cement mortar column, and the dry upper end of the anchoring part is machined with downwards cooperation steel tower
Threaded hole, the depth of the threaded hole are 15 ~ 20cm, and the connector includes the first steel reinforcement cage, and envelope described the
First cement mortar column of one steel reinforcement cage.
Preferably, the steel reinforcement cage includes multiple stirrups, and multiple stirrups are in parallel up and down, in multiple stirrups
Inside more screw-thread steels are installed, steel tied silk, the top of the pedestal are combined between the stirrup and the screw-thread steel
It is provided through the hole of the screw-thread steel, the rigid upper end of the screw thread is formed by bending limit part after passing through the hole.
Preferably, first steel reinforcement cage includes multiple first stirrups disposed in parallel, and cooperation is multiple described the
The first screw-thread steel on the inside of one stirrup is combined with the first steel tied silk between first stirrup and first screw-thread steel.
Preferably, the diameter of the screw-thread steel is 12mm.
Preferably, the diameter of first screw-thread steel is 8mm.
Preferably, it is 180 ~ 240cm that the column body, which is embedded in the length in ground, and the column body extends to outside ground
The length in portion is 30 ~ 50cm.
Preferably, the column body, which extends in that a part above the ground, is arranged with more than two limit frames,
The limit frame is the outside of the column body now, and transition fit between the limit frame and the column body is described
It is equipped with screw between limit frame and the column body, frame is limited by setting, primarily to avoiding cement mortar vertical
Column cracking, plays the effect of external position limitation protection.
Preferably, the limit frame uses Q235 common carbon structural steel, with a thickness of 6mm ~ 12mm.
Preferably, the area of section of column body is M × M, M=30 ~ 45cm, and the area of section of the connector is N × N, N=
25~30。
The present apparatus is as follows in installation steps:
Open up foundation pit on the ground first, then build to form mold by plank, by steel reinforcement cage and the first steel reinforcement cage as
In mold, installation will be then realized between pedestal and steel reinforcement cage again, then can cement injection mortar, the proportion of cement mortar presses
According to local climate condition, air humidity and pH value are flexibly deployed, and are met using needs, after the completion of perfusion, to solidifying
Gu being installed, mold is removed after being installed, and then bankets in foundation pit or stone, filling are tamped after the completion.
The beneficial effects of the utility model are: carrying out the stress on vertical direction using column body in the present apparatus, pass through company
Junctor carries out the traction in transverse direction, so that column body has enough support strengths, and is set up separately using multiple column bodies,
Each column body corresponds to a wherein foot for steel tower, firm support can be realized to steel tower, and connect steel tower and mainly use anchor
Seat bar, avoids for a foot of steel tower being directly anchored on column body, and structure is more stable, and the cost of the present apparatus is more cheap,
Pour more convenient, suitable popularization and use.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the main view of the utility model；
Fig. 2 is the top view of the utility model；
Fig. 3 is the cooperation schematic diagram of steel reinforcement cage and the first steel reinforcement cage；
Fig. 4 is the top view of steel reinforcement cage；
Fig. 5 is the side view of the first steel reinforcement cage；
Fig. 6 is the perspective view of pedestal；
Fig. 7 is the cooperation schematic diagram of pedestal and screw-thread steel；
Fig. 8 is the perspective view for limiting frame.
Specific embodiment
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive
Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification (including any accessory claim, abstract and attached drawing), except non-specifically chatting
It states, can be replaced by other alternative features that are equivalent or have similar purpose.That is, unless specifically stated, each feature is only
It is an example in a series of equivalent or similar characteristics.
In the description of the present invention, it should be understood that term " one end ", " other end ", " outside ", "upper", " interior
The orientation or positional relationship of the instructions such as side ", "horizontal", " coaxial ", " center ", " end ", " length ", " outer end " is based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion institute
The device or element of finger must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this reality
With novel limitation.
In addition, in the description of the present invention, the meaning of " plurality " is at least two, such as two, three etc., unless
Separately there is clearly specific restriction.
In the present invention unless specifically defined or limited otherwise, term " setting ", " connection ", " passes through at " socket "
Wear ", the terms such as " grafting " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；
It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also indirectly connected through an intermediary, it can be with
It is the interaction relationship of the connection or two elements inside two elements, unless otherwise restricted clearly.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood as the case may be.
A kind of steel tower concrete pedestal as shown in Figures 1 to 8, including the four columns body 1 being cast in the foundation pit of ground,
And it is cast in the connector 2 between two adjacent column bodies 1, the column body 1 is vertical including steel reinforcement cage 101, cement mortar
Column 102 and pedestal 103, the pedestal 103 are mounted on the upper end of the steel reinforcement cage 101, the pedestal 103 and the steel reinforcement cage
101 are cast in the cement mortar column 102, and the pedestal 103 is a frame structure, and interior welds have two boards
Part 104 is welded with two anchoring part bars 105 at the top of every block of plate 104, and the upper end of the anchoring part bar 105 is prolonged
The outside of the cement mortar column 102 is extended to, the upper end of the anchoring part dry 105 is machined with downwards the threaded hole of cooperation steel tower
106, the depth of the threaded hole 106 is 15cm, and the connector 2 includes the first steel reinforcement cage 201, and envelopes first steel
First cement mortar column 202 of muscle cage 201.
A preferred embodiment in the utility model, the steel reinforcement cage 101 include multiple stirrups 111, multiple reinforcing bars
Hoop 111 is equipped with more screw-thread steels 112 in parallel up and down, in the inside of multiple stirrups 111, the stirrup 111 with
It is combined between the screw-thread steel 112 steel tied silk (not shown), the top of the pedestal 103 is provided through the screw-thread steel
112 hole 113, the upper end of the screw thread rigid 112 are formed by bending limit part 114 after passing through the hole 113.
A preferred embodiment in the utility model, first steel reinforcement cage 201 include multiple disposed in parallel first
Stirrup 211, and cooperation is in the first screw-thread steel 212 of multiple first stirrup, 211 insides, first stirrup 211
The first steel tied silk (not shown) is combined between first screw-thread steel 212.
A preferred embodiment in the utility model, the diameter of the screw-thread steel 112 are 12mm.
A preferred embodiment in the utility model, the diameter of first screw-thread steel 212 are 8mm.
A preferred embodiment in the utility model, it is 180cm, institute that the column body 1, which is embedded in the length in ground,
Stating the length that column body 1 extends to outside ground is 30cm.
A preferred embodiment in the utility model, the column body 1, which extends in that a part above the ground, to be covered
Equipped with more than two limit frames 121, the limit frame 121 is the outside of the column body 1, the limit frame now
Transition fit between 121 and the column body 1 is equipped with screw 131 between the limit frame 121 and the column body 1, leads to
It crosses setting limit frame and plays the effect of external position limitation protection primarily to cement mortar column is avoided to crack.
A preferred embodiment in the utility model, the limit frame 121 use Q235 common carbon structural steel,
With a thickness of 8mm.
The present apparatus is as follows in installation steps:
Open up foundation pit on the ground first, then build to form mold by plank, by steel reinforcement cage and the first steel reinforcement cage as
In mold, installation will be then realized between pedestal and steel reinforcement cage again, then can cement injection mortar, the proportion of cement mortar presses
According to local climate condition, air humidity and pH value are flexibly deployed, and are met using needs, after the completion of perfusion, to solidifying
Gu being installed, mold is removed after being installed, and then bankets in foundation pit or stone, filling are tamped after the completion.
The beneficial effects of the utility model are: carrying out the stress on vertical direction using column body in the present apparatus, pass through company
Junctor carries out the traction in transverse direction, so that column body has enough support strengths, and is set up separately using multiple column bodies,
Each column body corresponds to a wherein foot for steel tower, firm support can be realized to steel tower, and connect steel tower and mainly use anchor
Seat bar, avoids for a foot of steel tower being directly anchored on column body, and structure is more stable, and the cost of the present apparatus is more cheap,
Pour more convenient, suitable popularization and use.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, any change or replacement expected without creative work be should be covered within the scope of the utility model.
Therefore, the protection scope of the utility model should be determined by the scope of protection defined in the claims.
Claims (8)
1. a kind of steel tower concrete pedestal, it is characterised in that: including the four columns body being cast in the foundation pit of ground, and be cast in
Connector between two adjacent column bodies, the column body include steel reinforcement cage, cement mortar column and pedestal, the bottom
Seat is mounted on the upper end of the steel reinforcement cage, and the pedestal and the steel reinforcement cage are cast in the cement mortar column, institute
Stating pedestal is a frame structure, and interior welds have two boards part, are welded with two at the top of every block of plate
Anchoring part bar, the upper end of the anchoring part bar extend to the outside of the cement mortar column, and the dry upper end of the anchoring part processes downwards
There is the threaded hole of cooperation steel tower, the depth of the threaded hole is 15 ~ 20cm, and the connector includes the first steel reinforcement cage, and packet
Cover the first cement mortar column that the first steel reinforcement cage is stated in residence.
2. steel tower concrete pedestal according to claim 1, it is characterised in that: the steel reinforcement cage includes multiple stirrups,
Multiple stirrups are equipped with more screw-thread steels in parallel up and down on the inside of multiple stirrups, the stirrup with it is described
It is combined with steel tied silk between screw-thread steel, is provided through the hole of the screw-thread steel at the top of the pedestal, the screw thread is rigid
Upper end is formed by bending limit part after passing through the hole.
3. steel tower concrete pedestal according to claim 1, it is characterised in that: first steel reinforcement cage includes multiple parallel
The first stirrup being arranged, and cooperate the first screw-thread steel on the inside of multiple first stirrups, first stirrup with
The first steel tied silk is combined between first screw-thread steel.
4. steel tower concrete pedestal according to claim 2, it is characterised in that: the diameter of the screw-thread steel is 12mm.
5. steel tower concrete pedestal according to claim 3, it is characterised in that: the diameter of first screw-thread steel is 8mm.
6. steel tower concrete pedestal according to claim 1, it is characterised in that: the column body is embedded in the length in ground
Degree is 180 ~ 240cm, and it is 30 ~ 50cm that the column body, which extends to the length outside ground,.
7. steel tower concrete pedestal according to claim 6, it is characterised in that: the column body extends to above the ground
More than two limit frames are arranged in that a part, the limit frame is the outside of the column body, the limit now
Transition fit between position frame and the column body, is equipped with screw between the limit frame and the column body.
8. steel tower concrete pedestal according to claim 7, it is characterised in that: the limit frame uses the common carbon of Q235
Plain structural steel, with a thickness of 6mm ~ 12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821303181.5U CN208965578U (en) | 2018-08-14 | 2018-08-14 | A kind of steel tower concrete pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821303181.5U CN208965578U (en) | 2018-08-14 | 2018-08-14 | A kind of steel tower concrete pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208965578U true CN208965578U (en) | 2019-06-11 |
Family
ID=66752857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821303181.5U Active CN208965578U (en) | 2018-08-14 | 2018-08-14 | A kind of steel tower concrete pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208965578U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267500A (en) * | 2020-10-18 | 2021-01-26 | 朱爱国 | Anti-aging reinforcing structure for building construction foundation |
-
2018
- 2018-08-14 CN CN201821303181.5U patent/CN208965578U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267500A (en) * | 2020-10-18 | 2021-01-26 | 朱爱国 | Anti-aging reinforcing structure for building construction foundation |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No.63 Huayuan Road, Zhengzhou, Henan 450000 Patentee after: Henan Communication Construction Management Consulting Co.,Ltd. Address before: No.63 Huayuan Road, Zhengzhou, Henan 450000 Patentee before: HENAN COMMUNICATION SUPERVISION Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |