CN2701977Y - Size adjustable column hoop - Google Patents
Size adjustable column hoop Download PDFInfo
- Publication number
- CN2701977Y CN2701977Y CN 200420077685 CN200420077685U CN2701977Y CN 2701977 Y CN2701977 Y CN 2701977Y CN 200420077685 CN200420077685 CN 200420077685 CN 200420077685 U CN200420077685 U CN 200420077685U CN 2701977 Y CN2701977 Y CN 2701977Y
- Authority
- CN
- China
- Prior art keywords
- drag hook
- section steel
- channel
- bolt hole
- steel keel
- 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
Abstract
The utility model relates to a size adjustable rectangular column hoop which is encircled by four independent channel steel keels. Drag hook bolt holes are opened at the bottom of the groove at one end of each channel steel keel, and a suit of trimming bolt holes which are face to face and align in I-shaped way and drill through the other end along two ledge; the four channel steel keels are connected by the drag hook bolts, the hook end of the drag hook bolt is hooked in the drag hook bolt hole of the channel steel keel, and the other end of the drag hook bolt runs through the trimming bolt hole on the ledge of another adjacent channel steel keel; the end of the drag hook bolt is tightened by a nut, a block corner is fixed to the inner surface of the top end ledge positioned one end of the trimming bolt hole by the channel steel keels, and a wooden wedge is wedged in the narrow slit between the outer end angle of two adjacent channel steel keels and the block corner. A reinforcing plate is fixedly connected between the two ledges positioned the place of the trimming bolt hole by the channel steel keels. The utility model has the advantages of adjustable dimension, versatile specification and engineering material saving, which can be used as the tightening members of the architectural engineering column mould keel and also used as the keels of various moulds.
Description
(1) technical field
The utility model relates to a kind of building engineering shuttering tie.
(2) background technology
In construction work, the tie fixing commonly used of cylindricality template keel is as the fastening hoop member, and traditional template tie is welded by angle steel, and its shortcoming is that size is single, and specification is fixed, and is difficult to carry out size adjusting, does not have extensive applicability.
(3) utility model content
The purpose of this utility model provides a kind of size adjustable tie, solves the technical problem that the tie size is single, specification is fixed, be difficult to adjust.
The technical solution of the utility model: this size adjustable tie, it is characterized in that: by four independently the channel-section steel keel surround and form the rectangle tie, every channel-section steel keel trench bottom at one end has the drag hook bolt hole, relative in twos at the other end along break-through on two ledges, and one group of trimming bolt hole of in-line arrangement, four channel-section steel keel are connected by the drag hook bolt, the hook end hook of drag hook bolt is in the drag hook bolt hole of channel-section steel keel, the other end of drag hook bolt passes the trimming bolt hole on another adjacent channel-section steel keel ledge, the end of its drag hook bolt is by nut screwing clamping, the ledge medial surface of channel-section steel keel in the termination that has trimming bolt hole one end is fixed with the retaining angle, in the outer end angle of timber wedge wedging two adjacent channel-section steel keel and the slit that keeps off between the angle.
Above-mentioned channel-section steel keel are fixedly connected stiffener on two ledges of trimming bolt hole site.
Above-mentioned channel-section steel keel are channel-section steel or square steel.
The utility model beneficial effect: this tie size adjustable, specification is changeable, adjusts easily, saves engineering material.Can be used as the lock ring member of construction work cylindricality template keel, also can be used as the keel of various templates.
When construction is used, adopt four independently channel-section steel keel, be combined to form the rectangle tie, four channel-section steel keel connect by the drag hook bolt, the drag hook bolt hooks the drag hook bolt hole of channel-section steel keel, passes the trimming bolt hole of another channel-section steel keel again, and passes through nut screwing clamping; Channel-section steel keel one end is provided with the retaining angle, and timber wedge is gone into along the retaining brad, can finely tune the column section of a certain demarcation size.
(4) description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation of channel-section steel keel.
(5) specific embodiment
Embodiment: this size adjustable tie by four independently channel-section steel keel 1 surround and form the rectangle tie, every channel-section steel keel trench bottom at one end has drag hook bolt hole 2, in one group of trimming bolt hole 3 that the other end is relative in twos along break-through on two ledges and in-line is arranged, the quantity in trimming bolt hole can be provided with according to template number specification demand.Four channel-section steel keel are connected by drag hook bolt 4, the hook end hook of drag hook bolt 4 is in the drag hook bolt hole 2 of channel-section steel keel, the other end of drag hook bolt 4 passes the trimming bolt hole 3 on another adjacent channel-section steel keel ledge, the end of its drag hook bolt 4 is by nut screwing clamping, the ledge medial surface of channel-section steel keel in the termination that has trimming bolt hole 3 one ends is fixed with retaining angle 7, in the outer end angle of timber wedge 6 wedgings two adjacent channel-section steel keel 1 and the slit that keeps off between the angle 7.
Because of Bolt Tightening Force is bigger, can be at channel-section steel keel 1 fixedly connected stiffener 5 on two ledges of 3 positions, trimming bolt hole.Channel-section steel keel 1 can be made by channel-section steel or square steel.
Claims (3)
1, a kind of size adjustable tie, it is characterized in that: by four independently the channel-section steel keel surround and form the rectangle tie, every channel-section steel keel trench bottom at one end has the drag hook bolt hole, relative in twos at the other end along break-through on two ledges, and one group of trimming bolt hole of in-line arrangement, four channel-section steel keel are connected by the drag hook bolt, the hook end hook of drag hook bolt is in the drag hook bolt hole of channel-section steel keel, the other end of drag hook bolt passes the trimming bolt hole on another adjacent channel-section steel keel ledge, the end of its drag hook bolt is by nut screwing clamping, the ledge medial surface of channel-section steel keel in the termination that has trimming bolt hole one end is fixed with the retaining angle, in the outer end angle of timber wedge wedging two adjacent channel-section steel keel and the slit that keeps off between the angle.
2, size adjustable tie according to claim 1 is characterized in that: described channel-section steel keel are fixedly connected stiffener on two ledges of trimming bolt hole site.
3, size adjustable tie according to claim 1 and 2 is characterized in that: described channel-section steel keel are channel-section steel or square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420077685 CN2701977Y (en) | 2004-07-15 | 2004-07-15 | Size adjustable column hoop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420077685 CN2701977Y (en) | 2004-07-15 | 2004-07-15 | Size adjustable column hoop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2701977Y true CN2701977Y (en) | 2005-05-25 |
Family
ID=34777932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420077685 Expired - Fee Related CN2701977Y (en) | 2004-07-15 | 2004-07-15 | Size adjustable column hoop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2701977Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101168999B (en) * | 2007-11-10 | 2010-10-13 | 胡彦彬 | Bidirectional die used for construction engineering formwork support |
| CN102877644A (en) * | 2012-09-29 | 2013-01-16 | 山西八建集团有限公司 | Supporting part of building form clamp |
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
| CN102912955A (en) * | 2012-11-12 | 2013-02-06 | 朱志迁 | Indoor suspended ceiling gusset plate and cladding process thereof |
| CN103470030A (en) * | 2013-09-13 | 2013-12-25 | 许金锔 | Quick insertion clamping frame of concrete blinding and method for clamping concrete blinding |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN104690467A (en) * | 2014-12-05 | 2015-06-10 | 杭州固力建筑工程有限公司 | Application method of positioning fixture in steel-clad column construction process |
| CN104912323A (en) * | 2015-05-08 | 2015-09-16 | 浙江省二建建设集团有限公司 | Column hoop, for restraining steel reinforced concrete square column, of side templates and construction method of column hoop |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN107856177A (en) * | 2017-10-27 | 2018-03-30 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete post mold |
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
-
2004
- 2004-07-15 CN CN 200420077685 patent/CN2701977Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101168999B (en) * | 2007-11-10 | 2010-10-13 | 胡彦彬 | Bidirectional die used for construction engineering formwork support |
| CN102877644A (en) * | 2012-09-29 | 2013-01-16 | 山西八建集团有限公司 | Supporting part of building form clamp |
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
| CN102912955A (en) * | 2012-11-12 | 2013-02-06 | 朱志迁 | Indoor suspended ceiling gusset plate and cladding process thereof |
| CN103470030B (en) * | 2013-09-13 | 2016-06-22 | 富于安（福建）环保模版有限公司 | A kind of method of fast inserted formula concrete blinding clamp frame and clamping concrete blinding thereof |
| CN103470030A (en) * | 2013-09-13 | 2013-12-25 | 许金锔 | Quick insertion clamping frame of concrete blinding and method for clamping concrete blinding |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN103669850B (en) * | 2013-12-06 | 2016-01-13 | 上海建工五建集团有限公司 | A kind of fastening devices of external angle formwork |
| CN104690467A (en) * | 2014-12-05 | 2015-06-10 | 杭州固力建筑工程有限公司 | Application method of positioning fixture in steel-clad column construction process |
| CN104912323A (en) * | 2015-05-08 | 2015-09-16 | 浙江省二建建设集团有限公司 | Column hoop, for restraining steel reinforced concrete square column, of side templates and construction method of column hoop |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN107856177A (en) * | 2017-10-27 | 2018-03-30 | 广东省建筑科学研究院集团股份有限公司 | A kind of assembly concrete post mold |
| CN111255233A (en) * | 2020-02-18 | 2020-06-09 | 佛山新籁工程科技有限公司 | Be applied to reinforcing apparatus of bridge support post template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |