CN203613552U - Independent foundation of beam and slab structure - Google Patents
Independent foundation of beam and slab structure Download PDFInfo
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- 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
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- slab
- independent foundation
- slab structure
- transmission line
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Abstract
本实用新型涉及一种梁板结构独立基础，与输电线路铁搭以及地面连接，包括底板以及设置在底板上的至少两个中部对称交叉连接的梁板，所述梁板结构独立基础的中部形成交叉区以及位于交叉区周围的梁板段。输电线路铁塔的塔脚与立柱连接，使得受力层次明确，从而能够确保铁塔稳定，且本实用新型所需砼以及钢筋用量较少，具有较好的经济性。
The utility model relates to an independent foundation of a beam-slab structure, which is connected to the iron lap of a power transmission line and the ground, and comprises a bottom plate and at least two symmetrically cross-connected beams and plates arranged on the bottom plate. The middle part of the independent foundation of the beam-slab structure forms a The intersection area and the beam-slab segments located around the intersection area. The tower foot of the transmission line iron tower is connected with the column, so that the force level is clear, thereby ensuring the stability of the iron tower, and the utility model requires less concrete and steel bars, and has better economy.
Description
技术领域 technical field
本实用新型涉及一种梁板结构独立基础。 The utility model relates to an independent foundation of a beam-slab structure.
背景技术 Background technique
现有输电线路铁塔的基础通常采用叠板式独立基础以及多个塔脚的基础相连接的联合基础，叠层板式独立基础由于土层结实度等因素影响使得受力点不明确，容易由于受力问题导致铁塔安装一段时间后产生一定角度的倾斜；而联合基础虽然结构较为稳定但所耗费的砼以及钢材量较大。 The foundation of existing transmission line iron towers usually adopts a laminated independent foundation and a joint foundation connected by foundations of multiple tower feet. The problem caused the iron tower to incline at a certain angle after being installed for a period of time; and although the structure of the joint foundation is relatively stable, it consumes a large amount of concrete and steel.
发明内容 Contents of the invention
本实用新型目的在于解决上述问题，提供了一种梁板结构独立基础，具体由以下技术方案实现。 The purpose of the utility model is to solve the above problems, and provides an independent foundation of a beam-slab structure, which is specifically realized by the following technical solutions.
一种梁板结构独立基础，与输电线路铁搭以及地面连接，包括底板以及设置在底板上的至少两个中部对称交叉连接的梁板，所述梁板结构独立基础的中部形成交叉区以及位于交叉区周围的梁板段。 An independent foundation of a beam-slab structure, which is connected to the iron lap of a power transmission line and the ground, includes a bottom plate and at least two symmetrical cross-connected beams and plates arranged on the bottom plate, the middle of the independent foundation of the beam-slab structure forms a crossing area and is located Beam-slab segments around the intersection area.
所述的梁板结构独立基础，其进一步设计在于，所述梁板段均上侧均设置有一立柱。 The further design of the independent foundation of the beam-slab structure is that a column is arranged on the upper side of each of the beam-slab sections.
所述的梁板结构独立基础，其进一步设计在于，所述梁板段的下部固定设置有至少一个与梁板段交叉的加强梁。 The independent foundation of the beam-slab structure is further designed in that at least one reinforcing beam crossing the beam-slab section is fixedly arranged at the lower part of the beam-slab section.
所述的梁板结构独立基础，其进一步设计在于，所述加强梁与所述梁板段互相垂直。 The independent foundation of the beam-slab structure is further designed in that the reinforcing beam and the beam-slab section are perpendicular to each other.
输电线路铁塔的塔脚与立柱连接，使得受力层次明确，从而能够确保铁塔稳定，且本实用新型所需砼以及钢筋用量较少，具有较好的经济性。 The tower foot of the transmission line iron tower is connected with the column, so that the force level is clear, thereby ensuring the stability of the iron tower, and the utility model requires less concrete and steel bars, and has better economy.
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
具体实施方式 Detailed ways
以下结合说明书附图以及实施例对本实用新型进行进一步说明。 The utility model will be further described below in conjunction with the accompanying drawings and embodiments of the description.
该梁板结构独立基础，与输电线路铁搭以及地面连接，包括底板1以及设置在底板上的两个中部对称交叉连接的梁板2，该梁板结构独立基础的中部形成交叉区21以及位于交叉区周围的梁板段22。梁板段均上侧均设置有一立柱3。梁板段的下部固定设置有一个与梁板段垂直的加强梁4。 The independent foundation of the beam-slab structure is connected with the iron lap of the transmission line and the ground, and includes a base plate 1 and two symmetrically cross-connected beams and plates 2 arranged on the base plate. Slab sections 22 around the intersection. A column 3 is arranged on the upper side of each beam-slab section. The lower part of the beam-slab section is fixedly provided with a reinforcing beam 4 perpendicular to the beam-slab section.
输电线路铁塔的塔脚与立柱连接，使得受力层次明确，从而能够确保铁塔稳定，且本实用新型所需砼以及钢筋用量较少，具有较好的经济性。 The tower foot of the transmission line iron tower is connected with the column, so that the force level is clear, thereby ensuring the stability of the iron tower, and the utility model requires less concrete and steel bars, and has better economy.
Claims (4)
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140528 Termination date: 20181206 |