CN205343431U - Prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar - Google Patents
Prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar Download PDFInfo
- Publication number
- CN205343431U CN205343431U CN201620113117.5U CN201620113117U CN205343431U CN 205343431 U CN205343431 U CN 205343431U CN 201620113117 U CN201620113117 U CN 201620113117U CN 205343431 U CN205343431 U CN 205343431U
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- reinforcing bar
- steel pipe
- seamless steel
- wall body
- solid matter
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Abstract
The utility model provides a prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar, include by angle steel stationary base, be fixed with a plurality of positioner on the base, positioner include a pair of seamless steel pipe, last the opening of seamless steel pipe has the round hole, it is fixed with the base that the seamless steel pipe lateral wall passes through the angle steel, the notch cover of spill reinforcing bar drop handle is in two seamless steel pipe's the outside and angle steel fixed connection. The utility model discloses combine the engineering actual, can fix a position the position of exposing the reinforcing bar with upper muffjoint more accurately.
Description
Technical field
This utility model relates to jig field, specifically a kind of precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die.
Background technology
The mode that is vertically connected with of precast wall body reinforcing bar is generally sleeve connection, and general one piece of prefabricated panel has tens, even twenties branch sleeves, for making reinforcing bar and sleeve can be effectively connected to position, requirement higher (deviation≤5mm) to reinforcement location, and in site operation, concreting is vibrated etc. and very easily to be caused the off normal of reinforcing bar.
Utility model content
This utility model is in order to solve problem of the prior art, it is provided that a kind of precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die, and incorporation engineering is actual, it is possible to be more accurately located the position of exposed steel bar with upper strata sleeve connection.
This utility model includes the pedestal fixing by angle steel, pedestal is fixed with some positioners, described positioner includes a pair seamless steel pipe, seamless steel pipe has circular hole, seamless steel pipe lateral wall is fixed by angle steel and pedestal, and the recess of spill reinforcing bar drop handle is enclosed within the outside of two seamless steel pipes and fixes with angle steel and be connected.
Improving further, described seamless steel pipe is circumferentially angularly distributed three circular holes, constitutes equilateral triangle, be welded with nut outside each circular hole between three circular holes.
This utility model has the beneficial effects that: can be more accurately located the position of exposed steel bar with upper strata sleeve connection.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is a-a place sectional view in Fig. 1.
Detailed description of the invention
This utility model structure is as depicted in figs. 1 and 2, including the pedestal 1 fixing by angle steel 2, pedestal 1 is fixed with some positioners, described positioner includes a pair seamless steel pipe 3, seamless steel pipe 3 has circular hole 4, seamless steel pipe 3 lateral wall is fixed with pedestal 1 by angle steel 2, and the recess of spill reinforcing bar drop handle 5 is enclosed within the outside of two seamless steel pipes 3 and welds with angle steel 2.
Described seamless steel pipe 3 is circumferentially angularly distributed three circular holes 4, constitutes equilateral triangle, be welded with nut outside each circular hole 4 between three circular holes 4.
Wherein angle steel 2 selects 50*50*5mm size, the length of seamless steel pipe 3 to be 100mm, and the diameter of circular hole 4 is 12mm, and circular hole 4 outer nut is M12, and reinforcing bar drop handle 5 wall thickness is 12mm.
This utility model use procedure in construction is as follows:
On-the-spot reinforcing bar verification → mould installation → gaily decorated basket screw rod fixes, corrects → concreting → mould dismounting → surveying setting-out, absolute altitude pilot measurement → wallboard lifting → perpendicularity adjustment
Key points for operation "
1, material must cut according to jig drawing, it is allowed to deviation ± 2mm.
2, soldering sleeve position deviation ± 2mm, perpendicularity tolerance ± 2mm.
3, short angle steel spacing≤1500mm, exceedes and must be welded with angle steel, in case the deformation of fastening position mould.
4, the position of exposed steel bar can placement positioning mould after first must being adjusted in place (± 5mm) according to axial location.
5, jig must adopt gaily decorated basket screw rod to be fixed after installing, and corrects jig position.
6, structural concrete face must be exceeded bottom mold bottom and angle steel, at the bottom of gaily decorated basket screw rod, also must exceed concrete surface.
7, after form removal completes, reinforcement location need to be checked, deviation is controlled within the scope of tolerance.
8, palpus measuring body of wall 50mm control line before prefabricated panel lifting, and prevent absolute altitude from controlling cushion block.
Before lifting, the end socket line of shear wall, 50mm control line measuring put in place, and the pad of elevation control is in place；In hoisting process, precast shear wall is about time-out whereabouts, 150mm place at distance flooring, utilizes whether the sleeve portion that little eyeglass is checked in precast wall body aligns reinforcement location, it is determined that after aligning, slowly fall, be in place.
9, perpendicularity adjustment
After shear wall lifting puts in place, in employing, lower support is fixed temporarily, and adopts vertical measuring instrument to check whether the perpendicularity of precast wall body puts in place according to 50mm control line, as do not put in place, then and can by regulating support precast shear wall perpendicularity to be adjusted in place.
The concrete application approach of this utility model is a lot; the above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the premise without departing from this utility model principle; can also making some improvement, these improvement also should be regarded as protection domain of the present utility model.
Claims (3)
1. a precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die, including the pedestal (1) fixing by angle steel (2), pedestal is fixed with some positioners on (1), it is characterized in that: described positioner includes a pair seamless steel pipe (3), seamless steel pipe (3) has circular hole (4), seamless steel pipe (3) lateral wall is fixed by angle steel (2) and pedestal (1), and the recess of spill reinforcing bar drop handle (5) is enclosed within the outside of two seamless steel pipes (3) and fixes with angle steel (2) and be connected.
2. precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die according to claim 1, it is characterised in that: described seamless steel pipe (3) is circumferentially angularly distributed three circular holes (4).
3. precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die according to claim 1 and 2, it is characterised in that: it is welded with nut outside described circular hole (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620113117.5U CN205343431U (en) | 2016-02-04 | 2016-02-04 | Prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620113117.5U CN205343431U (en) | 2016-02-04 | 2016-02-04 | Prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205343431U true CN205343431U (en) | 2016-06-29 |
Family
ID=56183017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620113117.5U Active CN205343431U (en) | 2016-02-04 | 2016-02-04 | Prefabricated wall body grout sleeve strip solid matter exposes accurate positioning die of reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205343431U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
| CN107718266A (en) * | 2017-10-10 | 2018-02-23 | 健研检测集团有限公司 | Paste-making method is mended in a kind of UNICOM's chamber air guide and pressure for sleeve grouting connection |
-
2016
- 2016-02-04 CN CN201620113117.5U patent/CN205343431U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
| CN107718266A (en) * | 2017-10-10 | 2018-02-23 | 健研检测集团有限公司 | Paste-making method is mended in a kind of UNICOM's chamber air guide and pressure for sleeve grouting connection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190111 Address after: 226100 Room 4, No. 88 Jinjiang Road, Binjiang Street, Haimen City, Nantong City, Jiangsu Province Patentee after: Jiangsu Construction Industry Co., Ltd. Address before: 226102 No. 318 Ruijiang South Road, Haimen City, Nantong City, Jiangsu Province Patentee before: Longxin Construction Group Co., Ltd. |
|
| TR01 | Transfer of patent right |