CN203239037U - Novel iron tower column foot structure - Google Patents

Novel iron tower column foot structure Download PDF

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Publication number
CN203239037U
CN203239037U CN 201320157893 CN201320157893U CN203239037U CN 203239037 U CN203239037 U CN 203239037U CN 201320157893 CN201320157893 CN 201320157893 CN 201320157893 U CN201320157893 U CN 201320157893U CN 203239037 U CN203239037 U CN 203239037U
Authority
CN
China
Prior art keywords
column foot
plate
tower
angle steel
novel iron
Prior art date
Application number
CN 201320157893
Other languages
Chinese (zh)
Inventor
代翠江
郑青云
Original Assignee
青岛海汇铁塔机械有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 青岛海汇铁塔机械有限公司 filed Critical 青岛海汇铁塔机械有限公司
Priority to CN 201320157893 priority Critical patent/CN203239037U/en
Application granted granted Critical
Publication of CN203239037U publication Critical patent/CN203239037U/en

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Abstract

The utility model discloses a novel iron tower column foot structure, comprising tower body man material angle steel, a connection plate, reinforcing plates, a tower foot bottom plate, a boot plate angle steel and an obliquely pulled connection plate; the connection plate is vertically bent to be welded on one corner of the tower foot bottom plate; the obliquely pulled connection plate is welded on the tower foot bottom plate by the two reinforcing plates; and the tower body main material angle steel is welded with the tower foot bottom plate by the boot plate angle steel. The novel iron tower column foot structure is simple in structure, simplifies the modes of welding and connection, and is high strength, and construction and mounting efficiency.

Description

Novel iron tower column foot structure

Technical field

The utility model relates to the steel tower field, especially a kind of Novel iron tower column foot structure.

Background technology

Steel tower generally comprises tower body structure and column foot structure.The present column foot structure of steel tower ubiquity structure and complicated problem is installed not only, simultaneously because structure science not, its intensity also has been subject to certain impact, and raw-material waste is also more serious in process.

Summary of the invention

For the existing shortcoming of prior art, the utility model provides a kind of Novel iron tower column foot structure, and this column foot structure is not only simple in structure, and the mode that will weld, connect simplifies, and intensity is high, and construction and installation effectiveness are high.

In order to realize the utility model, its technical scheme of taking is as follows:

A kind of Novel iron tower column foot structure, it comprises body of the tower master material angle steel, junction plate, stiffener, column foot base plate, boots plate angle steel and oblique pull junction plate, wherein the vertical bending of junction plate is welded on a jiao of column foot base plate, the oblique pull junction plate is welded on the column foot base plate by two stiffeners, and body of the tower master material angle steel is by boots plate angle steel and the welding of column foot base plate.

Above-mentioned Novel iron tower column foot structure, described column foot base plate is provided with two stiffeners in the bottom, one side with junction plate bottom symmetry.

The utility model Novel iron tower column foot structure adopts stiffener, junction plate and oblique pull junction plate and structure structure, and it is not only simple in structure, can realize Fast Installation and demolition simultaneously, and firm especially, and bearing capacity is larger.

Description of drawings

Fig. 1 is the structural representation of the utility model Novel iron tower column foot structure;

Fig. 2 is the top view of the utility model Novel iron tower column foot structure.

The specific embodiment

Below in conjunction with embodiment to the utility model Novel iron tower column foot structure.

Embodiment 1:

A kind of Novel iron tower column foot structure, it comprises body of the tower master material angle steel 1, junction plate 2, stiffener 3, column foot base plate 4, boots plate angle steel 5 and oblique pull junction plate 6, wherein junction plate 2 vertical bendings are welded on a jiao of column foot base plate 4, oblique pull junction plate 6 is welded on the column foot base plate 4 by two stiffeners 2, and body of the tower master material angle steel 1 is by boots plate angle steel 5 and 4 welding of column foot base plate.

As shown in the figure, described column foot base plate 4 is provided with two stiffeners 3 in the bottom, one side with junction plate 2 bottom symmetries.

Claims (2)

1. Novel iron tower column foot structure, it comprises body of the tower master material angle steel, junction plate, stiffener, column foot base plate, boots plate angle steel and oblique pull junction plate, it is characterized in that: the vertical bending of junction plate is welded on a jiao of column foot base plate, the oblique pull junction plate is welded on the column foot base plate by two stiffeners, and body of the tower master material angle steel is by boots plate angle steel and the welding of column foot base plate.
2. Novel iron tower column foot structure according to claim 1 is characterized in that: described column foot base plate is being provided with two stiffeners with symmetrical bottom, one side, junction plate bottom.
CN 201320157893 2013-04-02 2013-04-02 Novel iron tower column foot structure CN203239037U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320157893 CN203239037U (en) 2013-04-02 2013-04-02 Novel iron tower column foot structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320157893 CN203239037U (en) 2013-04-02 2013-04-02 Novel iron tower column foot structure

Publications (1)

Publication Number Publication Date
CN203239037U true CN203239037U (en) 2013-10-16

Family

ID=49316347

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320157893 CN203239037U (en) 2013-04-02 2013-04-02 Novel iron tower column foot structure

Country Status (1)

Country Link
CN (1) CN203239037U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295146A (en) * 2014-10-18 2015-01-21 福州万山电力咨询有限公司 Compositional structure of angle tower for 110kV line engineering
CN104453337A (en) * 2014-11-18 2015-03-25 国网安徽省电力公司阜阳供电公司 Angle steel tower foot
CN104594699A (en) * 2015-02-05 2015-05-06 中国电力工程顾问集团西南电力设计院有限公司 Tower foot joint for section of non-filler plate four-piece combined angle steel of power transmission tower
CN105057930A (en) * 2015-08-02 2015-11-18 青海送变电工程公司 Method for controlling tower foot welding deformation and hot-dip galvanizing stress relief deformation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295146A (en) * 2014-10-18 2015-01-21 福州万山电力咨询有限公司 Compositional structure of angle tower for 110kV line engineering
CN104295146B (en) * 2014-10-18 2016-06-08 福州万山电力咨询有限公司 110kV line project improvement corner tower composition structure
CN104453337A (en) * 2014-11-18 2015-03-25 国网安徽省电力公司阜阳供电公司 Angle steel tower foot
CN104594699A (en) * 2015-02-05 2015-05-06 中国电力工程顾问集团西南电力设计院有限公司 Tower foot joint for section of non-filler plate four-piece combined angle steel of power transmission tower
CN105057930A (en) * 2015-08-02 2015-11-18 青海送变电工程公司 Method for controlling tower foot welding deformation and hot-dip galvanizing stress relief deformation

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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: 20131016

Termination date: 20160402