CN102486036A - Post-added triangular bracket supporting structure for concrete pile - Google Patents
Post-added triangular bracket supporting structure for concrete pile Download PDFInfo
- Publication number
- CN102486036A CN102486036A CN2010105716768A CN201010571676A CN102486036A CN 102486036 A CN102486036 A CN 102486036A CN 2010105716768 A CN2010105716768 A CN 2010105716768A CN 201010571676 A CN201010571676 A CN 201010571676A CN 102486036 A CN102486036 A CN 102486036A
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- Prior art keywords
- concrete column
- concrete pile
- horizontal beams
- horizontal
- tripod
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Abstract
The invention relates to a triangular bracket supporting structure, in particular to a post-added triangular bracket supporting structure for a constructed concrete pile. The post-added triangular bracket supporting structure for the concrete pile comprises the concrete pile. Channel steel triangular brackets are respectively arranged on the front side and the rear side of the concrete pile. Each channel steel triangular bracket consists of an upper horizontal beam, a lower horizontal beam and diagonal bracing beams which are used for connecting the end parts of the horizontal beams. Two horizontal beams at the same height are fixed by using clamping bolts. Ferrule angle steel is arranged an included angle between the upper side of two horizontal beams at the upper part and the concrete pile. Ferrule angle steel is arranged at an included angle between the lower side of two horizontal beams at the lower part and the concrete pile. The post-added triangular bracket supporting structure for the concrete pile has the advantages that the structure is simple and practical, the integrity of the original structure is ensured to the utmost extent, the bearing capacity of the original structure is not decreased, the stability is good and the structure is safe and practical.
Description
Technical field
The present invention relates to a kind of tripod braced structures, add the tripod braced structures after relating in particular to a kind of concrete column that is used for having built up.
Background technology
For the concrete column that has built up; When needs are set up steel corbel and are come between supporting layer beam or suspension equipment in the post outside; The general employing planted weldable steel bracket behind the bolt steel plate on the post; But for some structures that needs at the post center to be provided with fixed point at a distance, general bracket form is difficult to meet the demands.
Summary of the invention
The present invention adds the tripod braced structures behind a kind of concrete column that provides in order to address the above problem; Purpose is through the A-frame diagonal brace vertical force directly to be passed to concrete column; Thereby reduce the sectional dimension of horizontal beam, reduce steel using amount, make power transmission more direct.
To achieve these goals; The present invention adds the tripod braced structures after being achieved in that concrete column; Comprise concrete column; Side is respectively equipped with the channel-section steel tripod in the front and back of concrete column, and each channel-section steel tripod is made up of the raker beam that up and down two horizontal beams and horizontal beam end connect usefulness, and two horizontal beams of equal height are fixed with fishbolt; Two horizontal beam tops of top are provided with the cuff angle steel with the angle of concrete column, and two horizontal beams of below angle following and concrete column is provided with the cuff angle steel.
Two horizontal beams middle part of described equal height through after plant the both sides that crab-bolt is fixed on concrete column.
Be provided with horizontal connecting plate between the end face of described two last horizontal beams and the bottom surface, be provided with vertical junction plate between two last horizontal beams.
Stiffening rib is established in described two ends of going up horizontal beam.
Advantageous effect of the present invention: the present invention is simple and practical, with double flute steel tripod through after plant crab-bolt and fishbolt is folded in former concrete column both sides and adds the cuff angle steel, guarantee the integrality of original structure to greatest extent, do not reduce the bearing capacity of original structure.Through adjusting the distance of encorbelmenting that the channel cross-section size can change A-frame, practical requirement.The employing of tripod can directly be passed to concrete column with power, makes stressed simple clear and definite.Junction plate has guaranteed the monolithic stability of double flute steel tripod between tripod, avoids entire bracket system torsional buckling.Good stability of the present invention, safe and practical.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is a vertical view on the structure of the present invention.
Fig. 3 is a vertical view under the structure of the present invention.
Fig. 4 is structure interior profile figure of the present invention.
Fig. 5 is a structure of the present invention end sectional drawing.
Among the figure 1, raker beam; 2, cuff angle steel; 3, fishbolt; 4, horizontal connecting plate; 5, vertical junction plate; 6, concrete column; 7, plant crab-bolt after; 8, stiffening rib; 9, horizontal beam.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is explained further details.
Add the tripod braced structures behind the concrete column of the present invention as shown in the figure; Comprise concrete column; Side is respectively equipped with the channel-section steel tripod in the front and back of concrete column, and each channel-section steel tripod is made up of the raker beam 1 that up and down two horizontal beams 9 and horizontal beam 9 ends connect usefulness, and two horizontal beams, 9 usefulness the fishbolts 3 of equal height are fixed; Two horizontal beam 9 tops of top and the angle of concrete column 6 are provided with cuff angle steel 2; The following angles with concrete column 6 of two horizontal beams 9 of below are provided with cuff angle steel 2, two horizontal beam 9 middle parts of equal height through after plant the both sides that crab-bolt 7 is fixed on concrete column 6, be provided with horizontal connecting plate 4 between two end faces of going up horizontal beams 9 and the bottom surface; Be provided with 5, two ends of going up horizontal beam 9 of vertical junction plate between two last horizontal beams 9 and establish stiffening rib 8.
Claims (4)
1. add the tripod braced structures behind the concrete column; Comprise concrete column; It is characterized in that side is respectively equipped with the channel-section steel tripod in the front and back of concrete column, each channel-section steel tripod is made up of the raker beam that up and down two horizontal beams and horizontal beam end connect usefulness, and two horizontal beams of equal height are fixed with fishbolt; Two horizontal beam tops of top are provided with the cuff angle steel with the angle of concrete column, and two horizontal beams of below angle following and concrete column is provided with the cuff angle steel.
2. add the tripod braced structures behind the concrete column according to claim 1, two horizontal beams middle part that it is characterized in that described equal height through after plant the both sides that crab-bolt is fixed on concrete column.
3. add the tripod braced structures behind the concrete column according to claim 2, it is characterized in that being provided with horizontal connecting plate between described two end faces of going up horizontal beams and the bottom surface, two go up horizontal beams between be provided with vertical junction plate.
4. add the tripod braced structures behind the concrete column according to claim 3, it is characterized in that stiffening rib is established in the ends of described two last horizontal beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105716768A CN102486036A (en) | 2010-12-03 | 2010-12-03 | Post-added triangular bracket supporting structure for concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105716768A CN102486036A (en) | 2010-12-03 | 2010-12-03 | Post-added triangular bracket supporting structure for concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102486036A true CN102486036A (en) | 2012-06-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105716768A Pending CN102486036A (en) | 2010-12-03 | 2010-12-03 | Post-added triangular bracket supporting structure for concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102486036A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790239A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Light inner wall and I-steel beam connection piece |
| CN106545089A (en) * | 2016-12-07 | 2017-03-29 | 四川省建筑科学研究院 | One kind is worn bucket type gallows timber and takes out column space prolongation structure and its implementation |
| CN112197145A (en) * | 2020-09-15 | 2021-01-08 | 江苏通鼎宽带有限公司 | Assembled wall hanging support and wall hanging method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85203322U (en) * | 1985-08-05 | 1987-03-11 | 任华国 | Column-moulded steel hoop |
| US5755981A (en) * | 1995-03-08 | 1998-05-26 | Payne; Jim H. | Bridge overhang system for connecting forms from above a girder beam |
| CN1850471A (en) * | 2006-05-24 | 2006-10-25 | 贵阳铝镁设计研究院 | Method for substituting postpositive steel bracket for concrete bracket |
| CN201128880Y (en) * | 2007-11-15 | 2008-10-08 | 中交第一公路工程局有限公司 | Hold hoops and support integrated structure for circular single pier |
| CN201334729Y (en) * | 2008-12-15 | 2009-10-28 | 贵阳铝镁设计研究院 | Concrete beam side steel bracket structure |
| CN101586328A (en) * | 2009-06-12 | 2009-11-25 | 中国第一冶金建设有限责任公司 | Anchor ear angle-table bracket building method for bridge sidespan closure segment construction |
| CN201407417Y (en) * | 2009-05-05 | 2010-02-17 | 中冶东方工程技术有限公司上海分公司 | Pipeline supporting frame node structure on concrete workshop post |
| CN201649631U (en) * | 2010-04-07 | 2010-11-24 | 南通建工集团股份有限公司 | T-shaped pole template system protruding from the exterior wall |
-
2010
- 2010-12-03 CN CN2010105716768A patent/CN102486036A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85203322U (en) * | 1985-08-05 | 1987-03-11 | 任华国 | Column-moulded steel hoop |
| US5755981A (en) * | 1995-03-08 | 1998-05-26 | Payne; Jim H. | Bridge overhang system for connecting forms from above a girder beam |
| CN1850471A (en) * | 2006-05-24 | 2006-10-25 | 贵阳铝镁设计研究院 | Method for substituting postpositive steel bracket for concrete bracket |
| CN201128880Y (en) * | 2007-11-15 | 2008-10-08 | 中交第一公路工程局有限公司 | Hold hoops and support integrated structure for circular single pier |
| CN201334729Y (en) * | 2008-12-15 | 2009-10-28 | 贵阳铝镁设计研究院 | Concrete beam side steel bracket structure |
| CN201407417Y (en) * | 2009-05-05 | 2010-02-17 | 中冶东方工程技术有限公司上海分公司 | Pipeline supporting frame node structure on concrete workshop post |
| CN101586328A (en) * | 2009-06-12 | 2009-11-25 | 中国第一冶金建设有限责任公司 | Anchor ear angle-table bracket building method for bridge sidespan closure segment construction |
| CN201649631U (en) * | 2010-04-07 | 2010-11-24 | 南通建工集团股份有限公司 | T-shaped pole template system protruding from the exterior wall |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103790239A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Light inner wall and I-steel beam connection piece |
| CN103790239B (en) * | 2014-02-17 | 2016-10-05 | 沈阳建筑大学 | A kind of light internal wall and steel I-beam connector |
| CN106545089A (en) * | 2016-12-07 | 2017-03-29 | 四川省建筑科学研究院 | One kind is worn bucket type gallows timber and takes out column space prolongation structure and its implementation |
| CN112197145A (en) * | 2020-09-15 | 2021-01-08 | 江苏通鼎宽带有限公司 | Assembled wall hanging support and wall hanging method |
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Application publication date: 20120606 |