CN202323986U - Synchronous re-checking correction mold for strut anchor bolt - Google Patents
Synchronous re-checking correction mold for strut anchor bolt Download PDFInfo
- Publication number
- CN202323986U CN202323986U CN2011204723374U CN201120472337U CN202323986U CN 202323986 U CN202323986 U CN 202323986U CN 2011204723374 U CN2011204723374 U CN 2011204723374U CN 201120472337 U CN201120472337 U CN 201120472337U CN 202323986 U CN202323986 U CN 202323986U
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- China
- Prior art keywords
- module
- anchor bolt
- bolt
- mold
- synchronous
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- Expired - Lifetime
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Abstract
The utility model discloses a synchronous re-checking correction mold for a strut anchor bolt, and aims to provide the synchronous re-checking correction mold for the strut anchor bolt. The synchronous re-checking correction mold for the strut anchor bolt comprises a main mold plate, a locating mold plate and a fixed mold block and is characterized in that the main mold plate is provided with a concentric round hole corresponding to the anchor bolt; the locating mold plate is provided with a slot hole and a scale; the main mold plate, the locating mold plate and the fixed mold block are successively sheathed with the anchor bolt from bottom to top; the locating mold plate is positioned between the main mold plate and the fixed mold block; and the fixed mold block is in a two-semicircular spreadable mode. The synchronous re-checking correction mold for the strut anchor bolt is mainly used for re-checking and correcting the position of the strut anchor bolt.
Description
Technical field
The utility model relates to a kind of mould, more particularly, relates to a kind of stanchion base bolt and checks Correction Die synchronously.
Background technology
Check for the stanchion base bolt at present; Correction work, traditional method are to measure the bolt distance or use one and the measure-alike template cover of pillar flange with invar tape, and the bolt that does not meet installation requirement for the position applies the external force correction; And the process of constantly duplicate measurements, correction; Reach the installation site requirement up to foundation bolt, this process efficiency is low, and is just poorer for the basic applicability that bolt quantity is many.
The structure that pillar uses flange to be connected with foundation bolt has been used very long a period of time; Often owing to the influence of each item technology in the process of basis making, pitch of bolts can produce deviation unavoidably, therefore; Pillar is installed in before basic the going up; Must check, carry out position correction, make it reach the installation site requirement for the foundation bolt that does not meet installation requirement.
The present every profession and trade basis of using, part bolt quantity reach more than 10 or are more, and the error requirements of relative spacing is below 1mm, and efficient is extremely low so conventional method seems, and effect is also unsatisfactory.
Summary of the invention:
The purpose of the utility model is to provide a kind of stanchion base bolt to check Correction Die synchronously, to solve the above-mentioned problem that exists.
For realizing above-mentioned purpose, the technical solution of the utility model is: a kind of stanchion base bolt is checked Correction Die synchronously, comprises master module, locating template and stuck-module; It is characterized in that: on the described master module 1; Have the concentric circle holes 8 corresponding, on the locating template 2, be provided with slotted hole 7 and scale 4 with foundation bolt 6; Master module 1, locating template 2 and stuck-module 3 successively from bottom to top with foundation bolt 6 sockets, locating template 2 is between master module 1 and stuck-module 3.
Described stuck-module 3 is two semicircles can deciliter shape.
The beneficial effect of the utility model is: 1. after mould is installed, can directly read the deviation data of foundation bolt through the scale on slotted hole limit on the locating template, be convenient to next step correction.2. during calibration bolt, can control the direction of the bolt application of force through the slotted hole of locating template.3. can watch the overall process of correction in real time, can not occur than positive direction not to or the problem of excessive correction.4. whole trimming process is once accomplished, and need not repeat to check, proofread and correct, and has solved the problem of conventional method inefficiency.
Description of drawings:
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the utility model master module, locating template, stuck-module structural representation.
Among the figure: 1---master module, 2---locating template, 3---stuck-module, 4-scale, 5---the basis.6---foundation bolt, 7---slotted hole, 8---circular hole.
The specific embodiment
Below in conjunction with accompanying drawing the utility model and the specific embodiment thereof are done further explain.Referring to accompanying drawing 1-2; The utility model comprises master module, locating template and stuck-module, it is characterized in that: on the described master module 1, have the concentric circle holes 8 corresponding with foundation bolt 6; On the locating template 2; Be provided with slotted hole 7 and scale 4, master module 1, locating template 2 and stuck-module 3 successively from bottom to top with foundation bolt 6 sockets, locating template 2 is between master module 1 and stuck-module 3.
Described stuck-module 3 is two semicircles can deciliter shape.
The utility model mould is made up of master module 1, locating template 2 and stuck-module 3; The quantity of the circular hole 8 that is provided with on the master module 1 should be equal to the quantity of foundation bolt 6; And circular hole is corresponding with bolt and concentric; The diameter of circular hole should be identical with the locating template lower diameter, makes locating template 2 can just pack in the circular hole and guarantee that it freely rotates; The diameter of slotted hole two ends semicircle should be slightly larger than the diameter of bolt and (generally be no more than 2mm on the locating template; To guarantee the requirement of alignment error ± 1mm); The scope that slotted hole length covers according to actual needs confirms that the slotted hole interposition is equipped with scale 4, is used to read the bolt deviation data.Stuck-module 3 is used for fixing bolt and locating template.Slotted hole 7 can arbitrarily rotate in master module 1, and this slotted hole can covering diameter be the scope of slotted hole length+both sides semicircle diameter in theory, and master module 1 is used to guarantee that the slotted hole center of locating template 2 overlaps with the foundation bolt center.
The operating sequence of the utility model is following:
1. master module 1 cover is pressed (laying) on foundation bolt 6;
2. locating template 2 is positioned on the foundation bolt 6, makes this bolt be positioned at the slotted hole 7 of locating template 2, on the scale 4 of this locating template, read the bolt deviate;
3. for the satisfactory bolt in installation site, install and fix module 3, bolt and locating template are fixed;
4. for the undesirable bolt in installation site, the stuck-module of semicircle is installed, along the direction of slotted hole (major axis to) bolt is applied external force, its mounted stuck-module of fitting is got final product, the stuck-module of another semicircle is installed then;
5. when treating that all foundation bolts all are positioned at the center of locating module 2 slotted holes, the stuck-module of two semicircles of packing into explains that all bolt positions all reach installation requirement.
Claims (2)
1. a stanchion base bolt is checked Correction Die synchronously; Comprise master module, locating template and stuck-module, it is characterized in that: on the described master module (1), have the concentric circle holes (8) corresponding with foundation bolt (6); On the locating template (2); Be provided with slotted hole (7) and scale (4), master module (1), locating template (2) and stuck-module (3) successively from bottom to top with foundation bolt (6) socket, locating template (2) is positioned between master module (1) and the stuck-module (3).
2. by the described mould of claim 1, it is characterized in that described stuck-module (3) is two semicircles can deciliter shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204723374U CN202323986U (en) | 2011-11-17 | 2011-11-17 | Synchronous re-checking correction mold for strut anchor bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204723374U CN202323986U (en) | 2011-11-17 | 2011-11-17 | Synchronous re-checking correction mold for strut anchor bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202323986U true CN202323986U (en) | 2012-07-11 |
Family
ID=46435969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204723374U Expired - Lifetime CN202323986U (en) | 2011-11-17 | 2011-11-17 | Synchronous re-checking correction mold for strut anchor bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202323986U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352475A (en) * | 2013-07-08 | 2013-10-16 | 中铁二十一局集团电务电化工程有限公司 | Electrified railway strong wind area contact net steel pipe support foundation bolt positioning mold |
| CN104314100A (en) * | 2014-11-24 | 2015-01-28 | 广西壮族自治区冶金建设公司 | Construction method for installing steel column at a time through reserved hole mold |
-
2011
- 2011-11-17 CN CN2011204723374U patent/CN202323986U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352475A (en) * | 2013-07-08 | 2013-10-16 | 中铁二十一局集团电务电化工程有限公司 | Electrified railway strong wind area contact net steel pipe support foundation bolt positioning mold |
| CN104314100A (en) * | 2014-11-24 | 2015-01-28 | 广西壮族自治区冶金建设公司 | Construction method for installing steel column at a time through reserved hole mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120711 |