CN201679230U - Adjustable iron tower base foundation bolt positioning template - Google Patents
Adjustable iron tower base foundation bolt positioning template Download PDFInfo
- Publication number
- CN201679230U CN201679230U CN2010201837966U CN201020183796U CN201679230U CN 201679230 U CN201679230 U CN 201679230U CN 2010201837966 U CN2010201837966 U CN 2010201837966U CN 201020183796 U CN201020183796 U CN 201020183796U CN 201679230 U CN201679230 U CN 201679230U
- Authority
- CN
- China
- Prior art keywords
- slide block
- template
- iron tower
- channel
- section steel
- 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 44
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 239000004575 stone Substances 0.000 claims description 18
- 238000005266 casting Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
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- Foundations (AREA)
Abstract
The utility model relates to an adjustable iron tower base foundation bolt positioning template, which comprises a right-angle X-shaped channel steel template (1). A sliding block (3) is arranged inside channel steel; a central hole (30) for inserting a foundation bolt is arranged on the sliding block (3); and positioning screws (4) for positioning the sliding block (3) are distributed on two lateral sides of the channel steel. The arrangement of foundation bolts of various iron towers can be correspondingly determined extremely conveniently by adjusting the sliding block (3), thereby one template can meet the requirement of use of various iron tower base casting fixed foundation bolts, and is convenient for carrying.
Description
Technical field
The utility model relates to the location-plate that is used on the electric power pylon basis, being provided with stone bolt, the template that the stone bolt location of promptly fixedlying connected with the iron tower base on the iron tower foundation is provided with.
Background technology
Under the qualified situation of iron tower of power transmission line concrete foundation intensity, be fixed on four stone bolt of the iron tower on the basis can be accurately with the iron tower base on bolt hole cooperate and install that to be connected be crucial, both must unanimity.Iron tower base anchor hole pitch is divided into a variety of specifications with size according to iron tower form, electric pressure different, can not carry every kind of iron tower base in the construction, when concrete foundation is cast, stone bolt is positioned, water on concrete foundation, so normally make various stone bolt locating templates, utilize the stone bolt locating template four stone bolt stationary positioned, water on concrete foundation then.And on circuit since the iron tower kind differ, the base specification is also inconsistent, several at least, tens kinds of many sides, so just need to make and carry at any time the multiple wooden of same quantity or steel stone bolt locating template, this carries when constructing on the level land and can be said to be passable, if when mountain construction, it is just very inconvenient to carry in large quantities the foot bolt locating template.
The utility model content
The purpose of this utility model is to improve at above-mentioned prior art situation, provides a kind of simple in structure, use, easy to carry, the adjustable iron tower foundation stone bolt locating template that a tool is used more.
The utility model is by right angle X-shaped template 1, on four jiaos of this X-shaped template 1, be connected with pressure pin 2, the X-shaped template is a channel-section steel, symmetry offers slotted eye 10 respectively on the bottom surface of four channel-section steels of X-shaped template, be provided with slide block 3 above the slotted eye 10 in the channel-section steel at this, offer the perforation of centre bore 30----stone bolt in the slide block 3 in the heart, offering location recess 32 on the slide block 3 with on the two sides that channel-section steel cooperates, be distributed with dog screw 4 on X-shaped template 1 channel-section steel dual-side, the location recess of offering on dog screw 4 and slide block 3 sides 32 cooperates slide block 3 is positioned.
Though the stone bolt spacing of various iron towers and varying in size of bolt, but all be on the cross diagonal, to be symmetrically distributed to be provided with, the utility model utilizes this characteristics, adopt right angle X-shaped template 1, and establish adjustable positioning sliding block 3 thereon, slide block 3 dog screws 4 that are distributed with on the channel-section steel dual-side are to offer according to the anchor bolt pitch specification of various iron towers, by the adjusting slider 3 stone bolt setting of corresponding definite various iron towers very easily, thereby realize that a template can satisfy various iron tower foundations and pour into a mould foot bolt use regularly, easy to carry.
Description of drawings
Fig. 1 is the utility model example structure schematic diagram.
Fig. 2 is the A-A sectional view of Fig. 1.
The specific embodiment
The utility model is by right angle X-shaped template 1, on four jiaos of this X-shaped template 1, be welded to connect pressure pin 2, the X-shaped template is a channel-section steel, pressure pin 2 adopts with the same channel-section steel of X template 1 and is connected with 1 four welded corner joints of X mould shape plate, symmetry offers strip slotted eye 10 respectively on the bottom surface of four channel-section steels of X-shaped template, be provided with slide block 3 above the slotted eye 10 in the channel-section steel at this, offer the centre bore 30 that is used to insert stone bolt in the slide block 3 in the heart, offering location recess 32 on the slide block 3 with on the two sides that channel-section steel cooperates, corresponding slotted eye 10 parts anchor bolt pitch specification according to various iron towers on X-shaped template 1 channel-section steel dual-side is distributed with dog screw 4, and the location recess of offering on dog screw 4 and slide block 3 sides 32 cooperates slide block 3 is positioned.
Shown in accompanying drawing 2, on slide block 3 centre bores 30, be provided with bolt sleeve 31, bolt sleeve 31 cooperates with slide block 3 centre bores 30 mutual seams, and by the bolt sleeve 31 of the different diameter of bores of transposing, the stone bolt that satisfies the different-diameter size cooperates insertion during use.
Claims (2)
1. adjustable iron tower foundation stone bolt locating template, it is characterized in that by right angle X-shaped template (1), on four jiaos of this X-shaped template (1), be welded to connect pressure pin (2), the X-shaped template is a channel-section steel, symmetry offers strip slotted eye (10) respectively on the bottom surface of (1) four channel-section steel of X-shaped template, on this slotted eye (10), be provided with slide block (3) in the channel-section steel, offer the centre bore (30) that is used to insert stone bolt in the slide block (3) in the heart, on the two sides that slide block (3) is gone up with channel-section steel cooperates, offer location recess (32), be distributed with dog screw (4) on the channel-section steel dual-side, the location recess of offering on dog screw (4) and slide block (3) side (32) cooperates slide block (3) is positioned.
2. adjustable iron tower foundation stone bolt locating template according to claim 1 is characterized in that being provided with bolt sleeve (31) on slide block (3) centre bore (30), bolt sleeve (31) cooperates with the mutual seam of slide block centre bore (30).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201837966U CN201679230U (en) | 2010-05-06 | 2010-05-06 | Adjustable iron tower base foundation bolt positioning template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201837966U CN201679230U (en) | 2010-05-06 | 2010-05-06 | Adjustable iron tower base foundation bolt positioning template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201679230U true CN201679230U (en) | 2010-12-22 |
Family
ID=43344280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201837966U Expired - Fee Related CN201679230U (en) | 2010-05-06 | 2010-05-06 | Adjustable iron tower base foundation bolt positioning template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201679230U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102756441A (en) * | 2012-06-21 | 2012-10-31 | 南京甬博数控科技有限公司 | Horizontal adjustment device of wind turbine blade mould |
| CN106468113A (en) * | 2015-08-19 | 2017-03-01 | 中国电力科学研究院 | A kind of electric power pylon column foot plate being applied to 8 foundation bolts connections determines method |
| CN107794937A (en) * | 2017-11-13 | 2018-03-13 | 中冶建工集团有限公司 | Use ring-type foundation bolt fast-positioning device in a kind of novel device basis |
| CN111946555A (en) * | 2020-07-17 | 2020-11-17 | 中国电建集团华东勘测设计研究院有限公司 | Assembly platform and assembly method for assembly type concrete tower bobbin pipe pieces |
-
2010
- 2010-05-06 CN CN2010201837966U patent/CN201679230U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102756441A (en) * | 2012-06-21 | 2012-10-31 | 南京甬博数控科技有限公司 | Horizontal adjustment device of wind turbine blade mould |
| CN106468113A (en) * | 2015-08-19 | 2017-03-01 | 中国电力科学研究院 | A kind of electric power pylon column foot plate being applied to 8 foundation bolts connections determines method |
| CN107794937A (en) * | 2017-11-13 | 2018-03-13 | 中冶建工集团有限公司 | Use ring-type foundation bolt fast-positioning device in a kind of novel device basis |
| CN111946555A (en) * | 2020-07-17 | 2020-11-17 | 中国电建集团华东勘测设计研究院有限公司 | Assembly platform and assembly method for assembly type concrete tower bobbin pipe pieces |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: STATE ELECTRIC NET CROP. Effective date: 20121015 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20121015 Address after: 118000 Zhenxing Road, Zhenxing District, Liaoning, Dandong, No. 8, No. five Patentee after: Dandong Power Supply Company of Liaoning Electric Power Co., Ltd. Patentee after: State Grid Corporation of China Address before: 118000 Zhenxing Road, Zhenxing District, Liaoning, Dandong, No. 8, No. five Patentee before: Dandong Power Supply Company of Liaoning Electric Power Co., Ltd. |
|
| 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: 20101222 Termination date: 20160506 |