CN202755569U - Roman column - Google Patents
Roman column Download PDFInfo
- Publication number
- CN202755569U CN202755569U CN2012204036653U CN201220403665U CN202755569U CN 202755569 U CN202755569 U CN 202755569U CN 2012204036653 U CN2012204036653 U CN 2012204036653U CN 201220403665 U CN201220403665 U CN 201220403665U CN 202755569 U CN202755569 U CN 202755569U
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- China
- Prior art keywords
- column
- stone material
- section steel
- column cap
- channel
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- Expired - Lifetime
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Abstract
The utility model provides a roman column which can solve the problems that the large size and the large weight of the column head of a roman column in the prior art lead to poor fastness and reliability of installation and poor beauty. The technical scheme includes that the roman column comprises a structure column and a column head stone. A connecting mechanism is arranged on the upper portion between the structure column and the column head stone. The connecting mechanism comprises a U-bar, a transferring U-bar and a burying plate. The U-bar, the transferring U-bar and the burying plate are sequentially connected into a whole. The U-bar is connected with the inside of the column head stone through chemical anchor bolts to constitute a binding pendant. The burying plate is connected with the inside of the structure column through chemical anchor bolts, so that the structure column is connected with the column head stone in a fixing mode. According to the roman column, due to the fact that the chemical anchor bolts and the U-bar are served as the binding pendant of the column head stone, the column head stone is installed securely and reliably and nice-looking.
Description
Technical field
The utility model relates to a kind of FRP Columns, specifically, relates to the steadiness of large-scale, heavy FRP Columns column cap mounting process and the improvement of aesthetic property.
Background technology
The mounting process that the FRP Columns column cap is traditional, to slot to column cap stone material side, re-use the stainless steel dry hanging article and add stone material dry suspending glue and fix, but for the huge Rome column cap stone material of volume and weight, conventional mounting technique can not guarantee the firm reliability of its installation and install after aesthetic property.
How to solve the problems of the technologies described above then is the problem that the utility model faces.
Summary of the invention
The utility model provides a kind of FRP Columns, can solve prior art is large owing to FRP Columns column cap volume, weight causes greatly solid and reliable property and the relatively poor problem of aesthetic property.
For reaching above-mentioned technical purpose, the utility model is realized by the following technical solutions:
A kind of FRP Columns, comprise structural column and column cap stone material, top between described structural column and the column cap stone material is provided with bindiny mechanism, described bindiny mechanism comprises channel-section steel, switching channel-section steel and the buried plate that connects as one successively, described channel-section steel is connected to by chemical anchor bolts and consists of the drawknot suspension member in the described column cap stone material, described buried plate is connected in the structural column by chemical anchor bolts, thereby structural column and column cap stone material are connected and fixed.
Wherein, be welded and fixed between described switching channel-section steel and channel-section steel, the buried plate.
Usually, described bindiny mechanism is provided with quadruplet.
Wherein, described column cap stone material is the full-solid core stone material, and its cross section is the semicircle annular.
Described column cap stone material is large-scale, heavy FRP Columns column cap, and its external diameter is not less than 0.5m, highly is not less than 1.0m, is the full-solid core stone material.
Further, described channel-section steel and switching channel-section steel all adopt the galvanizing bath steel to form.The galvanizing bath rigidity can parameter should be not less than following numerical value: depth of section 100mm; Breadth of section 48mm; Edge of a wing thickness 8.5mm; Web thickness 5.3mm; Unit Weight: 10.001Kg/m.
Further, described buried plate adopts galvanized buried plate to be made.
Concrete, the column cap stone material is installed is comprised that installation, the column cap stone material of drawknot suspension member on the column cap stone material are inducted into the welding of position and switching channel-section steel.
The drawknot suspension member comprises channel-section steel and is used for the fixedly chemical anchor bolts of channel-section steel, the chemical anchor bolts here, and its performance parameter should be not less than following numerical value: anchorage length 110 mm; Destructive power 41.8.
The column cap stone material is inducted into the position, use be euphroe and Chain block, in the horizontal and vertical direction column cap stone material position is finely tuned respectively.
The utility model compared with prior art has the following advantages and good effect:
The utility model has guaranteed the firm reliability that the column cap stone material is installed by using chemical anchor bolts and channel-section steel as the drawknot suspension member of column cap stone material; Use euphroe and Chain block in the horizontal and vertical direction column cap to be finely tuned respectively, with the accuracy of assurance installation site and the aesthetic property after the installation.
Description of drawings
Fig. 1 is FRP Columns cross section view described in the utility model;
Fig. 2 is FRP Columns described in the utility model longitudinal section sectional view;
Wherein:
1, structural column; 2, column cap stone material; 3, syndeton; 3-1, channel-section steel; 3-2, switching channel-section steel; 3-3, buried plate; 3-4, chemical anchor bolts; 3-5, chemical anchor bolts.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail.
With reference to shown in Figure 1, a kind of FRP Columns comprises structural column 1 and column cap stone material 2.
As shown in Figure 2, top between structural column 1 and the column cap stone material 2 is provided with quadruplet bindiny mechanism 3, bindiny mechanism 3 comprises channel-section steel 3-1, switching channel-section steel 3-2 and the buried plate 3-3 that connects as one successively, channel-section steel 3-1 is connected to column cap stone material 2 interior formation drawknot suspension members by chemical anchor bolts 3-4, buried plate 3-3 is connected in the structural column 1 by chemical anchor bolts 3-5, thereby structural column 1 and column cap stone material 2 are connected and fixed.
Wherein, full weld is fixed between switching channel-section steel 3-2 two ends and channel-section steel 3-1, the buried plate 3-3.
Column cap stone material 2 is large-scale full-solid core stone marble pillars column cap, and its cross section is the semicircle annular, and its external diameter is not less than 0.5m, highly is not less than 1.0m.
Above-mentioned channel-section steel 3-1 and switching channel-section steel 3-2 all adopt the galvanizing bath steel to form.The galvanizing bath rigidity can parameter should be not less than following numerical value: depth of section 100mm; Breadth of section 48mm; Edge of a wing thickness 8.5mm; Web thickness 5.3mm; Unit Weight: 10.001Kg/m.
Buried plate 3-3 adopts galvanized buried plate to be made.
Concrete, installation column cap stone material 2 comprises that installation, the column cap stone material of the drawknot suspension member on the column cap stone material are inducted into the welding of position and switching channel-section steel.
The installation of drawknot suspension member: at first chemical anchor bolts 3-4 will be installed, note punching and to select stone material thickness maximum, dust in the hole wall must be cleaned out after the punching, re-use electric hammer or electric drill so that shelves are with the powerful rotation insertion of screw rod at a slow speed, half of column cap stone material uses 4 drawknot suspension members altogether.
The column cap stone material is inducted into the position: use euphroe and Chain block in the horizontal and vertical direction column cap to be finely tuned respectively, slowly guide it to enter accurate location.
The welding of switching channel-section steel: the column cap stone material is adjusted to after the installation site, and full weld is carried out in accurate adjustment switching channel-section steel position.Because the very narrow arc-shaped bend that presents in space between column cap stone material and the structural column, full weld must use small-sized electrode holder, carried out one by one laterally by the inboard, weld bead height and width, length must reach code requirement during full weld, must not be jagged, sting the meat phenomenon.
The above, it only is preferred embodiment of the present utility model, be not to be the restriction of the utility model being made other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent embodiment of equivalent variations.But every technical solutions of the utility model content that do not break away to any simple modification, equivalent variations and remodeling that above embodiment does, still belongs to the protection domain of technical solutions of the utility model according to technical spirit of the present utility model.
Claims (6)
1. FRP Columns, comprise structural column and column cap stone material, it is characterized in that: the top between described structural column and the column cap stone material is provided with bindiny mechanism, described bindiny mechanism comprises channel-section steel, switching channel-section steel and the buried plate that connects as one successively, described channel-section steel is connected to by chemical anchor bolts and consists of the drawknot suspension member in the described column cap stone material, described buried plate is connected in the structural column by chemical anchor bolts, thereby structural column and column cap stone material are connected and fixed.
2. FRP Columns according to claim 1 is characterized in that: be welded and fixed between described switching channel-section steel and channel-section steel, the buried plate.
3. FRP Columns according to claim 1, it is characterized in that: described bindiny mechanism is provided with quadruplet.
4. FRP Columns according to claim 1 and 2, it is characterized in that: described column cap stone material is the full-solid core stone material, its cross section is the semicircle annular.
5. FRP Columns according to claim 1 and 2 is characterized in that: described channel-section steel and switching channel-section steel all adopt the galvanizing bath steel to form.
6. FRP Columns according to claim 1 and 2 is characterized in that: described buried plate adopts galvanized buried plate to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204036653U CN202755569U (en) | 2012-08-15 | 2012-08-15 | Roman column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204036653U CN202755569U (en) | 2012-08-15 | 2012-08-15 | Roman column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202755569U true CN202755569U (en) | 2013-02-27 |
Family
ID=47734758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012204036653U Expired - Lifetime CN202755569U (en) | 2012-08-15 | 2012-08-15 | Roman column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202755569U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906970A (en) * | 2017-04-27 | 2017-06-30 | 中国建筑第八工程局有限公司 | The mounting structure and installation method of cylindric stone curtain wall |
| CN107119853A (en) * | 2017-06-29 | 2017-09-01 | 高志斌 | The FRP Columns that a kind of use concrete segment group is built |
| CN107313553A (en) * | 2017-07-25 | 2017-11-03 | 高志斌 | A kind of dry-hang FRP Columns based on fiber colored stone concrete slab |
| CN107724621A (en) * | 2017-11-07 | 2018-02-23 | 成都建工装饰装修有限公司 | A kind of installation method of column cap stone material |
-
2012
- 2012-08-15 CN CN2012204036653U patent/CN202755569U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106906970A (en) * | 2017-04-27 | 2017-06-30 | 中国建筑第八工程局有限公司 | The mounting structure and installation method of cylindric stone curtain wall |
| CN106906970B (en) * | 2017-04-27 | 2023-05-02 | 中国建筑第八工程局有限公司 | Mounting structure and mounting method of cylindrical stone curtain wall |
| CN107119853A (en) * | 2017-06-29 | 2017-09-01 | 高志斌 | The FRP Columns that a kind of use concrete segment group is built |
| CN107313553A (en) * | 2017-07-25 | 2017-11-03 | 高志斌 | A kind of dry-hang FRP Columns based on fiber colored stone concrete slab |
| CN107724621A (en) * | 2017-11-07 | 2018-02-23 | 成都建工装饰装修有限公司 | A kind of installation method of column cap stone material |
| CN107724621B (en) * | 2017-11-07 | 2018-07-31 | 成都建工装饰装修有限公司 | A kind of installation method of column cap stone material |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: QINGDAO DECAI DECORATION CO., LTD. Free format text: FORMER NAME: QINGDAO DECAI DECORATION AND INSTALLATION ENGINEERING CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 266071 Shandong city of Qingdao province Hongkong City Road No. 169 Patentee after: DECAI DECORATION Co.,Ltd. Address before: 266071 Shandong city of Qingdao province Hongkong City Road No. 169 Patentee before: Qingdao Decai decoration Limited by Share Ltd. |
|
| CP03 | Change of name, title or address |
Address after: 266071 Shandong city of Qingdao province Hongkong City Road No. 169 Patentee after: Qingdao Decai decoration Limited by Share Ltd. Address before: 266071 Shandong city of Qingdao province Hongkong City Rainbow Road No. 169 building 1702 Patentee before: QINGDAO DECAI DECORATION AND INSTALLATION ENGINEERING Co.,Ltd. |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130227 Effective date of abandoning: 20161124 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130227 Effective date of abandoning: 20161124 |
|
| C20 | Patent right or utility model deemed to be abandoned or is abandoned |