CN207813176U - A kind of communication iron tower anchor bolt - Google Patents
A kind of communication iron tower anchor bolt Download PDFInfo
- Publication number
- CN207813176U CN207813176U CN201820168010.XU CN201820168010U CN207813176U CN 207813176 U CN207813176 U CN 207813176U CN 201820168010 U CN201820168010 U CN 201820168010U CN 207813176 U CN207813176 U CN 207813176U
- Authority
- CN
- China
- Prior art keywords
- anchor bolt
- buried
- section
- ground
- iron tower
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 34
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 17
- 239000003351 stiffener Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 18
- 239000010959 steel Substances 0.000 abstract description 18
- 238000009434 installation Methods 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of communication iron tower anchor bolts, belong to field of communication technology, the communication iron tower with anchor bolt includes circular ground buried plate and rounded array is arranged in six anchor bolt parts on ground buried plate, anchor bolt part includes linkage section, first buried section, second buried section, enlarged footing, anchor bolt part is fixedly connected by first buried section with ground buried plate, and second buried section of bottom is equipped with enlarged footing；The utility model is configured buried plate and enlarged footing, is poured using secondary, can be by concrete foundation and ground stable connection, and anti-overturning is good, it is ensured that steel tower installation is stablized.
Description
Technical field
The utility model is suitable for field of communication technology, and in particular to a kind of communication iron tower anchor bolt.
Background technology
Communication iron tower is to communicate the common infrastructure of transportation art, mostly uses the straight column type iron tower foundation of shallow embedding greatly.It presses
Ground communications steel tower can be divided into four column angle steel towers according to structure type（Angle steel tower）, three column steel tube towers（Three towers）, only tower.
For angle steel tower or three towers, when installation, is fixed on by casting concrete on ground frequently with anchor bolt, and
Traditional anchor bolt is simple in structure, cannot steel tower concrete foundation and ground stable connection, concrete foundation be easy to happen thing of toppling
Therefore.
Invention content
The utility model describes a kind of communication iron tower anchor bolt, can be by concrete foundation and ground stable connection, it is ensured that
Steel tower installation is stablized, and the generation of capsizing case is avoided.
To achieve the above object, the technical solution adopted in the utility model is as follows：Communication iron tower anchor bolt includes circle
The ground buried plate 3 and rounded array of shape are arranged in six anchor bolt parts on ground buried plate 3, and anchor bolt part includes that linkage section 1, first is buried
2, second buried section 5 of section, enlarged footing 6, anchor bolt part are fixedly connected by first buried section 2 with ground buried plate 3, second buried section of 5 bottom
Portion is equipped with enlarged footing 6.
Preferably, linkage section 1 is equipped with anti-theft nut.
Preferably, first buried section 2 with ground buried plate 3 junction, welded with 6 junction of enlarged footing for second buried section 5
There is conical stiffener block 4.
Preferably, 6 bottom of enlarged footing is dome-type.
The beneficial effects of the utility model：
The utility model can be by concrete foundation and ground stable connection, and anti-overturning is good, it is ensured that steel tower installation is stablized.
Description of the drawings
Fig. 1 is front view when the utility model is used.
Fig. 2 is the scheme of installation of the anchor bolt part of the utility model.
Fig. 3 is the vertical view of the utility model.
Fig. 4 is the schematic diagram of the utility model when in use.
Fig. 5 is the utility model in the schematic diagram with the installation cooperation of steel tower sole.
In figure, 1- linkage sections, first buried section of 2-, 3- buried plate, 4- conical stiffeners block, second buried section of 5-, 6- enlarged footings,
7- grounds, 8- concrete lifts, 9- concrete foundations, 10- steel towers tripod, 11- steel tower gussets.
Specific implementation mode
In order to keep the purpose of this utility model, technical solution and advantageous effect clearer, below in conjunction with attached drawing, to this
The preferred embodiment of utility model is described in detail, to facilitate the technical staff to understand.
As shown in Figs. 1-5, the communication iron tower with anchor bolt include circular ground buried plate 3 and rounded array be arranged in it is buried
Six anchor bolt parts on plate 3, anchor bolt part include 1, first buried section 2, second buried section 5 of linkage section, enlarged footing 6, and anchor bolt part is logical
It crosses first buried section 2 and is fixedly connected with ground buried plate 3, second buried section of 5 bottom is equipped with enlarged footing 6.
In anchor bolt construction, datum hole corresponding with six anchor bolt parts in anchor bolt is first drilled on ground 7, datum hole diameter is slightly
More than the diameter of enlarged footing 6, datum hole is less than second buried section 5 deeply, and anchor bolt part is corresponded to and is packed into datum hole, is poured in datum hole mixed
Each anchor bolt part, i.e., be fixedly connected, then casting concrete basis 9, concrete on ground 7 by solidifying soil pouring layer 8 with ground 7
Basis 9, which pours, highly needs buried plate 3 above Ground and the bottom less than linkage section 1, forms fixation to each anchor bolt part again；Anchor bolt
Usage quantity and arrangement are depending on steel tower type, after the completion of anchor bolt is fixed, by the steel tower angle of 10 bottom of steel tower tripod
Plate 11 and the installation of linkage section 1 of each anchor bolt connect, and complete the fixation of steel tower bottom.Anchor bolt part can be by 9 He of concrete foundation
Ground 7 is bonded so that the anti-overturning of anchor bolt is good, it is ensured that iron tower foundation is firm.
Linkage section 1 is equipped with anti-theft nut, i.e. steel tower steel tower gusset 11 is installed by anti-theft nut with linkage section 1 and connected,
With good anti-loose anti-theft performance, iron tower stability is promoted.
Conical stiffener block is welded with 6 junction of enlarged footing for first buried section 2 with ground 3 junction of buried plate, second buried section 5
4, the structural strength of anchor bolt part can be enhanced, promote anchor bolt stability.
6 bottom of enlarged footing is dome-type, avoids 6 bottom ridges checkpost of enlarged footing extremely on datum hole side wall, convenient for anchor bolt part
Installation.
Finally illustrate, preferred embodiment above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, to the greatest extent
Pipe has been described in detail the utility model by above preferred embodiment, but those skilled in the art should manage
Solution, can in the form and details make it various changes, without departing from the utility model claims book institute
The range of restriction.
Claims (4)
1. a kind of communication iron tower anchor bolt, it is characterised in that：The communication iron tower anchor bolt includes circular ground buried plate（3）With in
Circular array is arranged in ground buried plate（3）On six anchor bolt parts, anchor bolt part includes linkage section（1）, first buried section（2）, second
Buried section（5）, enlarged footing（6）, anchor bolt part passes through first buried section（2）With ground buried plate（3）It is fixedly connected, second buried section（5）
Bottom is equipped with enlarged footing（6）.
2. a kind of communication iron tower anchor bolt as described in claim 1, it is characterised in that：Linkage section（1）It is equipped with anti-theft nut.
3. a kind of communication iron tower anchor bolt as described in claim 1, it is characterised in that：First buried section（2）With ground buried plate（3）
Junction, second buried section（5）With enlarged footing（6）Junction is welded with conical stiffener block（4）.
4. a kind of communication iron tower anchor bolt as described in claim 1, it is characterised in that：Enlarged footing（6）Bottom is dome-type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168010.XU CN207813176U (en) | 2018-01-31 | 2018-01-31 | A kind of communication iron tower anchor bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168010.XU CN207813176U (en) | 2018-01-31 | 2018-01-31 | A kind of communication iron tower anchor bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207813176U true CN207813176U (en) | 2018-09-04 |
Family
ID=63321820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820168010.XU Expired - Fee Related CN207813176U (en) | 2018-01-31 | 2018-01-31 | A kind of communication iron tower anchor bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207813176U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541457A (en) * | 2022-03-09 | 2022-05-27 | 华能陕西靖边电力有限公司 | Pile foundation for photovoltaic support |
-
2018
- 2018-01-31 CN CN201820168010.XU patent/CN207813176U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541457A (en) * | 2022-03-09 | 2022-05-27 | 华能陕西靖边电力有限公司 | Pile foundation for photovoltaic support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203755334U (en) | Single-pipe tower prefabricated spiral steel pipe pile foundation | |
| CN206245599U (en) | A kind of steel core concrete column embedded column base | |
| CN104594372A (en) | Fan pile pier foundation and construction method thereof | |
| CN207813176U (en) | A kind of communication iron tower anchor bolt | |
| CN101314942A (en) | Wave breaker of inverse T shaped pipe wall pile | |
| CN205152971U (en) | Composite pile foundation pile is offended and disobey with rude remarks and is shaken damping adjustment device | |
| CN208430851U (en) | A kind of steel tube concrete column feet node | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN208486282U (en) | A kind of vertical layered assembled environment-friendly concrete basis | |
| CN207211139U (en) | A kind of prestressed concrete pipe pile | |
| CN109457868A (en) | A kind of steel tube concrete column feet node and its construction method | |
| CN211873074U (en) | Steel structure reinforced foundation ring of mountain land wind driven generator foundation | |
| CN114873454A (en) | Turning method of concrete tower barrel transition section shell ring | |
| CN207047868U (en) | A kind of pattern foundation pit supporting structure barricade | |
| CN210766849U (en) | Take bearing structure's a plurality of section of thick bamboo reinforced concrete combination foundation structure | |
| CN207959245U (en) | A kind of load-bearing pile foundation structure | |
| CN207567600U (en) | A kind of prefabricated pier, plate fast joint structure | |
| CN207079596U (en) | A kind of board-like double-row pile foundation pit support structure of counterfort | |
| CN206722402U (en) | Waterproofing for basement moulding wall formwork erecting structure | |
| CN210031882U (en) | Fabricated thin-wall light steel overhead structure steel pile raft composite foundation | |
| CN219862951U (en) | Temporary permanent conversion node under reverse construction method condition | |
| CN204898703U (en) | Prestressed anchorage ties formula ring shape fan basis | |
| CN214301730U (en) | Slope anchor for building municipal works | |
| CN216108596U (en) | Upper expanded-head cast-in-place pile foundation for steel pipe pole of power transmission line | |
| CN217174735U (en) | A miniature stake reinforcing apparatus for soft soil foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180904 |