CN2596170Y - Positioning rack of pre-buried ground bolt - Google Patents
Positioning rack of pre-buried ground bolt Download PDFInfo
- Publication number
- CN2596170Y CN2596170Y CN02270506U CN02270506U CN2596170Y CN 2596170 Y CN2596170 Y CN 2596170Y CN 02270506 U CN02270506 U CN 02270506U CN 02270506 U CN02270506 U CN 02270506U CN 2596170 Y CN2596170 Y CN 2596170Y
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- ground bolt
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- section steel
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Abstract
The utility model discloses an accurate positioning rack of pre-buried ground bolt used in a bulk mass concrete foundation construction, which belongs to the technical field of construction material. The technical problem to solve is to provide a positioning rack of a pre-buried ground bolt which can accurately position the ground bolt and can not produce displacement or inclination at the time of pouring the concrete. The utility model is characterized in that an upright standing post 1 and a cross arm 2 connected with the standing post 1 constitute the main body of the positioning rack of s pre-buried ground bolt. A fixing channel bar 3 is in lap joint between the cross arms 2, and the channel bar 3 is distributed with a positioning hole 5 corresponding to a ground bolt 4. The utility model has the advantages that the positioning is quick and accurate and the position of the ground bolt isn't easy to change with high success ratio, so the construction period can be shortened. The cross arm and the channel steel on the rack can be used repeatedly, so steel products are saved.
Description
Affiliated technical field
The utility model discloses a kind of prevention of mass concrete foundation construction that is used for, accurately the locating support of pre-embedded anchoring bolts belongs to construction equipment technical field.
Background technique
Before the utility model was made, in the prevention of mass concrete foundation construction, accurately pre-embedded anchoring bolts, especially large foundation bolt were the technical barriers of construction always rapidly.Can make the stone bolt that is welded on the reinforcing bar produce displacement or inclination when reason is pour concrete, make it depart from desired location, cause the loss of doing over again.
Summary of the invention
The technical problems to be solved in the utility model provides a kind of can accurately the location stone bolt, can not produce the pre-embedded anchoring bolts locating support of displacement or inclination when pour concrete.
Technical characteristics of the present utility model is to adopt vertical column and the cross-arm that is connected column to constitute the main body of pre-embedded anchoring bolts locating support, overlaps channel-section steel between cross-arm, is distributed with on the channel-section steel and the stone bolt corresponding positioning hole.
Below introduce structure of the present utility model in detail: a kind of pre-embedded anchoring bolts locating support, it is characterized in that constituting the main body of pre-embedded anchoring bolts locating support by vertical column and the cross-arm that is connected with column, between cross-arm, overlap fixedly channel-section steel, be distributed with on the channel-section steel and the stone bolt corresponding positioning hole.
When the utility model uses, column is with to bury the horizontal ironware welding of applying in cushion layer concrete fixing, determine the height of cross-arm according to the size of the bolt that designs, the position overlap joint that distributes according to stone bolt fixes channel-section steel, positioning hole is driven in the position corresponding with stone bolt on channel-section steel then, the stone bolt that the center, top is equipped with the location thimble is sling, the location thimble of stone bolt penetrates the positioning hole on the channel-section steel from bottom to top, the silk of stone bolt leans at the bottom of the tight channel-section steel, will locate thimble and the channel-section steel firm welding gets final product.In case of necessity, the stone bolt bottom can be used reinforcing bar and column or ironware welding fixing.When the intensity of pour concrete is above above 70%, remove concrete form, with the column of gas welding except that being exposed at concrete, cut off the location thimble column, cross-arm, channel-section steel are removed.
Advantage of the present utility model location is accurate rapidly, and the stone bolt position is difficult for being varied to the power height, can shorten the construction period.Top cross-arm, the channel-section steel of support can be repeatedly used, and save steel.
Description of drawings
Figure of description 1 is a structural representation of the present utility model; Fig. 2 is the side view of Fig. 1.
Embodiment
Embodiment of the present utility model is referring to accompanying drawing: a kind of pre-embedded anchoring bolts locating support, it is characterized in that constituting the main body of pre-embedded anchoring bolts locating support by vertical column 1 and the cross-arm 2 that is connected with column 1, between cross-arm 2, overlap fixedly channel-section steel 3, be distributed with on the channel-section steel 3 and stone bolt 4 corresponding positioning hole 5.
Column 1, cross-arm 2 can adopt L63 * 6 angle steel to constitute.
Channel-section steel 3 can adopt [the channel-section steel formation of 8-[10.
Can adopt welding manner to connect and compose between column 1 and cross-arm 2, cross-arm 2 and the channel-section steel 3.
Claims (4)
1, a kind of pre-embedded anchoring bolts locating support, it is characterized in that constituting the main body of pre-embedded anchoring bolts locating support by vertical column (1) and the cross-arm (2) that is connected with column (1), between cross-arm (2), overlap fixedly channel-section steel (3), be distributed with on the channel-section steel (3) and stone bolt (4) corresponding positioning hole (5).
2, pre-embedded anchoring bolts locating support according to claim 1 is characterized in that column (1), cross-arm (2) can adopt L63 * 6 angle steel to constitute.
3, pre-embedded anchoring bolts locating support according to claim 1 is characterized in that channel-section steel (3) can adopt [the channel-section steel formation of 8-[10.
4, pre-embedded anchoring bolts locating support according to claim 1 is characterized in that positioning hole (5) is generally φ 6-12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN02270506U CN2596170Y (en) | 2002-10-30 | 2002-10-30 | Positioning rack of pre-buried ground bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN02270506U CN2596170Y (en) | 2002-10-30 | 2002-10-30 | Positioning rack of pre-buried ground bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2596170Y true CN2596170Y (en) | 2003-12-31 |
Family
ID=33735555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN02270506U Expired - Fee Related CN2596170Y (en) | 2002-10-30 | 2002-10-30 | Positioning rack of pre-buried ground bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2596170Y (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101806069A (en) * | 2010-04-16 | 2010-08-18 | 天津二十冶建设有限公司 | Integrated fixation and installation method for bolt |
| CN101266011B (en) * | 2008-04-22 | 2010-10-06 | 中冶天工建设有限公司 | Mounting device for preburying high precision major diameter anchor bolt and mounting method therefor |
| CN101413272B (en) * | 2006-06-09 | 2011-03-16 | 赵正义 | Vertical positioning connection structure of mast type mechanical equipment composite base |
| CN101413271B (en) * | 2006-06-09 | 2011-03-16 | 赵正义 | Vertical positioning connection structure of mast type mechanical equipment composite base |
| CN102095052A (en) * | 2010-11-25 | 2011-06-15 | 华锐风电科技(集团)股份有限公司 | Installing method of foundation bolt anchoring system and method for installing industrial equipment |
| CN101532660B (en) * | 2008-03-12 | 2012-05-23 | 贵阳铝镁设计研究院有限公司 | Method and structure for connecting boiler pillars and pillar footing |
| CN102704697A (en) * | 2012-07-06 | 2012-10-03 | 平煤神马建工集团有限公司土建处 | Assembled bolt group mold |
| CN102995653A (en) * | 2012-11-30 | 2013-03-27 | 成都市工业设备安装公司 | Side-type high-precision rapid locator for foundation bolts |
| CN103074904A (en) * | 2013-02-05 | 2013-05-01 | 广东省工业设备安装公司 | Method for installing oblique foundation bolts through combined-type sizing stock |
| CN103866865A (en) * | 2012-12-17 | 2014-06-18 | 中冶天工集团有限公司 | Pre-embedding and fixing method for foundation bolt with diameter of 48mm |
| CN105040717A (en) * | 2015-07-24 | 2015-11-11 | 中国十九冶集团有限公司 | Foundation bolt fixing support and mounting method |
| US9909329B2 (en) | 2015-09-10 | 2018-03-06 | Gerald A. LaLiberte, JR. | Anchor device positioning and plumbing tool and methods related thereto |
| CN110761319A (en) * | 2019-11-27 | 2020-02-07 | 广东电网有限责任公司 | Pre-buried positioning tool of concrete rag bolt |
| CN113338328A (en) * | 2021-06-19 | 2021-09-03 | 中国二十二冶集团有限公司 | Embedding structure and embedding method for convex foundation surface bracket for fixing embedded bolt |
-
2002
- 2002-10-30 CN CN02270506U patent/CN2596170Y/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101413272B (en) * | 2006-06-09 | 2011-03-16 | 赵正义 | Vertical positioning connection structure of mast type mechanical equipment composite base |
| CN101413271B (en) * | 2006-06-09 | 2011-03-16 | 赵正义 | Vertical positioning connection structure of mast type mechanical equipment composite base |
| CN101532660B (en) * | 2008-03-12 | 2012-05-23 | 贵阳铝镁设计研究院有限公司 | Method and structure for connecting boiler pillars and pillar footing |
| CN101266011B (en) * | 2008-04-22 | 2010-10-06 | 中冶天工建设有限公司 | Mounting device for preburying high precision major diameter anchor bolt and mounting method therefor |
| CN101806069B (en) * | 2010-04-16 | 2011-07-06 | 天津二十冶建设有限公司 | Integrated fixation and installation method for bolt |
| CN101806069A (en) * | 2010-04-16 | 2010-08-18 | 天津二十冶建设有限公司 | Integrated fixation and installation method for bolt |
| CN102095052B (en) * | 2010-11-25 | 2013-06-12 | 华锐风电科技(集团)股份有限公司 | Installing method of foundation bolt anchoring system and method for installing industrial equipment |
| CN102095052A (en) * | 2010-11-25 | 2011-06-15 | 华锐风电科技(集团)股份有限公司 | Installing method of foundation bolt anchoring system and method for installing industrial equipment |
| CN102704697B (en) * | 2012-07-06 | 2014-06-18 | 平煤神马建工集团有限公司土建处 | Assembled bolt group mold |
| CN102704697A (en) * | 2012-07-06 | 2012-10-03 | 平煤神马建工集团有限公司土建处 | Assembled bolt group mold |
| CN102995653A (en) * | 2012-11-30 | 2013-03-27 | 成都市工业设备安装公司 | Side-type high-precision rapid locator for foundation bolts |
| CN103866865A (en) * | 2012-12-17 | 2014-06-18 | 中冶天工集团有限公司 | Pre-embedding and fixing method for foundation bolt with diameter of 48mm |
| CN103866865B (en) * | 2012-12-17 | 2016-12-28 | 中冶天工集团有限公司 | The pre-buried fixing means of a diameter of 48mm foundation bolt |
| CN103074904A (en) * | 2013-02-05 | 2013-05-01 | 广东省工业设备安装公司 | Method for installing oblique foundation bolts through combined-type sizing stock |
| CN105040717A (en) * | 2015-07-24 | 2015-11-11 | 中国十九冶集团有限公司 | Foundation bolt fixing support and mounting method |
| US9909329B2 (en) | 2015-09-10 | 2018-03-06 | Gerald A. LaLiberte, JR. | Anchor device positioning and plumbing tool and methods related thereto |
| CN110761319A (en) * | 2019-11-27 | 2020-02-07 | 广东电网有限责任公司 | Pre-buried positioning tool of concrete rag bolt |
| CN113338328A (en) * | 2021-06-19 | 2021-09-03 | 中国二十二冶集团有限公司 | Embedding structure and embedding method for convex foundation surface bracket for fixing embedded bolt |
| CN113338328B (en) * | 2021-06-19 | 2024-05-14 | 中国二十二冶集团有限公司 | Embedding structure and embedding method for protruding foundation surface support for fixing embedded bolt |
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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 |