CN203613552U - Independent foundation of beam and slab structure - Google Patents
Independent foundation of beam and slab structure Download PDFInfo
- Publication number
- CN203613552U CN203613552U CN201320795632.2U CN201320795632U CN203613552U CN 203613552 U CN203613552 U CN 203613552U CN 201320795632 U CN201320795632 U CN 201320795632U CN 203613552 U CN203613552 U CN 203613552U
- Authority
- CN
- China
- Prior art keywords
- slab structure
- slab
- single footing
- independent foundation
- transmission line
- 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 claims abstract description 18
- 229910052742 iron Inorganic materials 0.000 claims abstract description 9
- 230000005540 biological transmission Effects 0.000 claims abstract description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 210000002683 foot Anatomy 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Foundations (AREA)
Abstract
The utility model relates to an independent foundation of a beam and slab structure. The independent foundation of the beam and slab structure is connected with a power transmission line iron tower and the ground and comprises a bottom plate and at least two beam plates, wherein the beam plates are arranged on the bottom plate, and the middle portions of the beam plates are connected in a symmetrical and intersecting mode. An intersection region and beam plate sections located around the intersection region are formed in the middle of the independent foundation of the beam and slab structure. A column foot of the power transmission line iron tower is connected with a stand column, so that stress hierarchy is clear, and therefore it can be ensured that the iron tower is stable. Besides, the quantity of needed concrete and needed reinforcing steel bars is small, and therefore the economical efficiency is high.
Description
Technical field
The utility model relates to a kind of beam and slab structure single footing.
Background technology
The commbined foundations that the basis of existing iron tower of power transmission line adopts the basis of stacked plate type single footing and multiple column foots to be connected conventionally, the inclination that produces certain angle after a period of time, because the factor impacts such as soil layer compactedness make stress point indefinite, is easily installed because stressed problem causes steel tower in stacked-plate type single footing; And although comparatively stable but spent concrete and the steel material of commbined foundations structure is larger.
Summary of the invention
The utility model object is to address the above problem, and a kind of beam and slab structure single footing is provided, and is specifically realized by following technical scheme.
A kind of beam and slab structure single footing, be connected with transmission line of electricity an iron rake with three to six teeth and ground, comprise base plate and be arranged on the beam slabs that on base plate at least two middle part symmetrical chiasmas connect, the formation zone of intersection, middle part of described beam and slab structure single footing and be positioned at zone of intersection beam slab section around.
Described beam and slab structure single footing, it further designs and is, and the equal upside of described beam slab section is provided with a column.
Described beam and slab structure single footing, its further design be, the bottom of described beam slab section is fixedly installed at least one stiffening girder intersecting with beam slab section.
Described beam and slab structure single footing, it further designs and is, and described stiffening girder and described beam slab section are orthogonal.
The column foot of iron tower of power transmission line is connected with column, makes stressed level clear and definite, thereby can guarantee that steel tower is stable, and the required concrete of the utility model and amount of reinforcement less, there is good economy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below in conjunction with Figure of description and embodiment, the utility model is further described.
This beam and slab structure single footing, be connected with transmission line of electricity an iron rake with three to six teeth and ground, comprise base plate 1 and be arranged on the beam slabs 2 that on base plate two middle part symmetrical chiasmas connect, the formation zone of intersection, middle part 21 of this beam and slab structure single footing and be positioned at zone of intersection beam slab section 22 around.The equal upside of beam slab section is provided with a column 3.The bottom of beam slab section is fixedly installed a stiffening girder 4 vertical with beam slab section.
The column foot of iron tower of power transmission line is connected with column, makes stressed level clear and definite, thereby can guarantee that steel tower is stable, and the required concrete of the utility model and amount of reinforcement less, there is good economy.
Claims (4)
1. a beam and slab structure single footing, be connected with transmission line of electricity an iron rake with three to six teeth and ground, it is characterized in that comprising base plate and be arranged on the beam slabs that on base plate at least two middle part symmetrical chiasmas connect, the formation zone of intersection, middle part of described beam and slab structure single footing and be positioned at zone of intersection beam slab section around.
2. beam and slab structure according to claim 1 single footing, is characterized in that, the equal upside of described beam slab section is provided with a column.
3. beam and slab structure according to claim 2 single footing, is characterized in that, the bottom of described beam slab section is fixedly installed at least one stiffening girder intersecting with beam slab section.
4. beam and slab structure according to claim 3 single footing, is characterized in that, described stiffening girder and described beam slab section are orthogonal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320795632.2U CN203613552U (en) | 2013-12-06 | 2013-12-06 | Independent foundation of beam and slab structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320795632.2U CN203613552U (en) | 2013-12-06 | 2013-12-06 | Independent foundation of beam and slab structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203613552U true CN203613552U (en) | 2014-05-28 |
Family
ID=50766208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320795632.2U Expired - Fee Related CN203613552U (en) | 2013-12-06 | 2013-12-06 | Independent foundation of beam and slab structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203613552U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213578A (en) * | 2014-09-12 | 2014-12-17 | 汤跃超 | Self-adjusting foundation of power transmission line double-pole type door-shaped tower |
| CN112502208A (en) * | 2020-12-31 | 2021-03-16 | 中国电建集团河南省电力勘测设计院有限公司 | Settlement-adjustable shunting machine foundation and adjusting method |
-
2013
- 2013-12-06 CN CN201320795632.2U patent/CN203613552U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213578A (en) * | 2014-09-12 | 2014-12-17 | 汤跃超 | Self-adjusting foundation of power transmission line double-pole type door-shaped tower |
| CN104213578B (en) * | 2014-09-12 | 2016-07-27 | 汤跃超 | Transmission line of electricity double-rod gate shaft tower self-regulated basis |
| CN112502208A (en) * | 2020-12-31 | 2021-03-16 | 中国电建集团河南省电力勘测设计院有限公司 | Settlement-adjustable shunting machine foundation and adjusting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140528 Termination date: 20181206 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |