CN1861925A - Anchor bolt preburied positioning device and using method thereof - Google Patents
Anchor bolt preburied positioning device and using method thereof Download PDFInfo
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- CN1861925A CN1861925A CN 200610200573 CN200610200573A CN1861925A CN 1861925 A CN1861925 A CN 1861925A CN 200610200573 CN200610200573 CN 200610200573 CN 200610200573 A CN200610200573 A CN 200610200573A CN 1861925 A CN1861925 A CN 1861925A
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- bolt
- crab
- girder
- lock
- fastener
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Abstract
This invention belongs to the embedded anchor of architectural area. This invention locates the group of anchors which need to embed accurately, and it can assure the precision of the embedded anchors. There are many locking devices of the anchor connected on the adjustable supporting bear. Each of the locking devices is at the same horizontal plane. The dimension between the anchors can be adjusted and locked. The locking anchors are used to lock the anchors and make the anchor at the vertical shape, and it can lock the anchors at different height. So this can lock the anchors correctly at some space. Then we can connect and fix and so on, at last finish the embedded anchors. This invention can be satisfied with the normal demanded precision of the embedded anchors and improve the efficiency of the working.
Description
Technical field the invention belongs to embedded anchor of architectural area.
Technical background often needs cast-in fixing bolt in concrete foundations such as steel structure basis and Equipment Foundations.In the prior art, concrete embedded crab-bolt all is manual finishing.Because technical force of construction team is uneven, very large deviation often appears in pre-buried crab-bolt size.Work brings very big obstacle to subsequent installation, even influences installation quality.Efficient is low.
Summary of the invention the present invention carries out space orientation accurately to one group of pre-buried crab-bolt of need, guarantees the pre-buried precision of crab-bolt.On adjustable support, be connected with a plurality of crab-bolt locks.How much variable the quantity of crab-bolt lock is.The crab-bolt lock is in same horizontal plane.The size adjustable that the crab-bolt lock is mutual also can lock.The crab-bolt lock is used for locking crab-bolt, makes crab-bolt keep vertical state, and can lock crab-bolt at various height.
Using method: the quantity according to one group of crab-bolt of need location connects the crab-bolt lock on support.Adjust mutual position and make it to lock size and the locking that suits the requirements after the crab-bolt.To prop up then and be placed on the template that has supported.The adjustment level makes all crab-bolt locks be in same horizontal plane.Adjust horizontal level, make position and fixed support that this group crab-bolt is in to be needed.With the crab-bolt lock with the height of crab-bolt vertically at needs.Like this, just finished the space orientation accurately of one group of crab-bolt.Carry out the support fixation work of crab-bolt then, unload this device, finish anchor bolt preburied.Unload this device after perhaps directly building, can save the support fixation work of crab-bolt like this, and can obtain bigger accuracy.The present invention can satisfy the required precision of general cast-in fixing bolt fully, and increases work efficiency.
The whole members of the specific embodiment are steel part.By girder, auxiliary girder, fastener and crab-bolt support to be formed.The girder auxiliary girder is rod member.Stud with rule respectively by middle mind-set two ends, the center is a zero graduation.And stud with spirit level.The girder surface markers has axial centerline and footpath to the midline.The footpath of girder overlaps with the zero graduation line of girder to the midline.Fastener is used for locking girder and auxiliary girder.Fastener can be at the optional position of girder and the optional position locking girder and the auxiliary girder of auxiliary girder.Girder and auxiliary girder after the locking are orthogonal, and all auxiliary girders are in same plane.Crab-bolt supports to be made up of three parts.Auxiliary girder fastener, crab-bolt fastener and shelf pipe support (the shelf pipe is meant the very little semi-steel pipe that building is commonly used, down together).The shelf pipe supports the below that is positioned at the auxiliary girder fastener, and the crab-bolt fastener is positioned at the common side of auxiliary girder fastener and the support of shelf pipe.Three parts are one altogether.The auxiliary girder fastener can be locked in the optional position of auxiliary girder.The crab-bolt fastener can lock crab-bolt at the diverse location of crab-bolt, and makes crab-bolt vertical with plane, auxiliary girder place.The shelf pipe supports the parallel placement of being supported with girder of shelf pipe.The top that the shelf pipe supports is placed with two along the shelf tube axis direction and adjusts screw, lays respectively at the both sides of crab-bolt fastener, and a lock screw is arranged at the bottom.Adjust screw and can adjust the support of shelf pipe, and be locked in the shelf pipe with lock screw with respect to the upright position of shelf pipe and the verticality of crab-bolt.Frame mode of this support and the supporting way on the shelf pipe thereof, determined the influence of the verticality after the work distortion locks crab-bolt, on the girder axis direction, have big slightly deviation,, can adjust by adjusting screw if require extra-high-speed for the verticality of crab-bolt; Minimum in the auxiliary girder axis direction upper deviation, need not adjust.
Using method one, the symmetry location.Suppose totally four of one group of crab-bolts that need the location, level is positioned at four summits of a rectangle, and is symmetrical in the center line of this group crab-bolt.During use four crab-bolts are supported being separately fixed on two auxiliary girders, each auxiliary girder two ends each one, be design size apart from the distance of auxiliary girder zero graduation.These two auxiliary girders are fixed on the girder, and the zero graduation line of auxiliary girder overlaps with the axial centerline of girder, is design size apart from the distance of girder zero graduation line.On the template that has supported, two shelf pipes of horizontal positioned.Be placed on the shelf pipe connecting good support, together adjust the position, make the center line of girder aim at construction midline (two center line is in same vertical guide) respectively, fixedly the shelf pipe together with the shelf pipe.Adjust the screw that the shelf pipe supports top, make two auxiliary girders be in same horizontal plane, lock screw.Measure the vertical distance of crab-bolt support and construction level line, in the height locking crab-bolt of design.If the crab-bolt verticality has deviation, can adjust by adjusting shelf pipe supporting screw.This group crab-bolt is finished the location.Unload this device after building.
Using method two, offset orientation.If the crab-bolt that needs to connect on auxiliary girder is an odd number, such as 3, wherein on the center line that is positioned at girder in centre position, overlaps on the position with girder.At this moment, can be on support an imaginary center line, parallel with the girder axial centerline and be offset a certain amount of B.Support with this imagination center line locking crab-bolt that is as the criterion, it is parallel with former construction midline and be offset B round about with imaginary center line to make an attached center line that helps then, makes the girder center line aim at the attached center line (two center line is in same vertical guide) that helps, and finishes this group crab-bolt and locatees.
Claims (6)
1. the crab-bolt positioner in anchor bolt preburied positioning device and the using method thereof, it is characterized by this device is made up of support and crab-bolt lock, this support can connect a plurality of crab-bolt locks, the quantity that connects is variable, a plurality of crab-bolt locks of connection, during use at same horizontal plane, and can reconcile this elevation of water, its mutual position dimension is adjustable and can lock, and the crab-bolt lock can be to lock crab-bolt under the vertical state in crab-bolt, and can be in the diverse location locking crab-bolt of crab-bolt.
2. support described in the claim 1, it is characterized by whole members and be steel part, form by a girder, a plurality of auxiliary girder and a plurality of fastener, girder and auxiliary girder are rod member, fastener can be at the optional position of girder and the optional position locking girder and the auxiliary girder of auxiliary girder, girder and auxiliary girder after the locking are orthogonal, and all auxiliary girders are in same plane.
3. girder described in the claim 2 and auxiliary girder is characterized by by middle mind-set two ends and stud with rule, and the center is a zero graduation, and studs with spirit level, and the girder surface markers has axial centerline and footpath to the midline, and the footpath of girder overlaps with the zero graduation line of girder to the midline.
4. the lock of crab-bolt described in the claim 1, it is characterized by the crab-bolt lock supports three parts by auxiliary girder fastener, crab-bolt fastener and shelf pipe and forms, the shelf pipe supports the below that is positioned at the auxiliary girder fastener, the crab-bolt fastener is positioned at the common side of auxiliary girder fastener and the support of shelf pipe, three parts are one altogether, the auxiliary girder fastener can be locked in the optional position of auxiliary girder, and the crab-bolt fastener can lock crab-bolt at the diverse location of crab-bolt, and makes crab-bolt vertical with plane, auxiliary girder place.The shelf pipe supports on the shelf pipe can be supported in the parallel placement of girder, the top that the shelf pipe supports, be placed with two along the shelf tube axis direction and adjust screw, lay respectively at the both sides of crab-bolt fastener, a lock screw is arranged at the bottom, between two screws in top, remove the shelf pipe up and down between the screw and take up space the outer segment space that still has for the upright position of regulating crab-bolt lock and shelf pipe.
5. the using method in anchor bolt preburied positioning device and the using method thereof, it is characterized by as required, the quantity of one group of crab-bolt of location connects the crab-bolt lock on support, adjust mutual position and make it to lock size and the locking that suits the requirements after the crab-bolt, adjust support level, make all crab-bolt locks be in same horizontal plane, adjust support level position and level height, make the position that this group crab-bolt is in to be needed, with the crab-bolt lock with the height of crab-bolt vertically at needs, realize the space orientation of this group crab-bolt, carry out the support fixation work of crab-bolt then, unload this device, finish anchor bolt preburied.
6. the described using method of claim 5, it is characterized by finish the crab-bolt location after, can directly build, after unload this device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610200573 CN1861925A (en) | 2006-06-16 | 2006-06-16 | Anchor bolt preburied positioning device and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610200573 CN1861925A (en) | 2006-06-16 | 2006-06-16 | Anchor bolt preburied positioning device and using method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1861925A true CN1861925A (en) | 2006-11-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610200573 Pending CN1861925A (en) | 2006-06-16 | 2006-06-16 | Anchor bolt preburied positioning device and using method thereof |
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| CN (1) | CN1861925A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102287058A (en) * | 2011-05-25 | 2011-12-21 | 中冶建工集团有限公司 | Method for installing and leveling large-plane high-precision embedded part |
| CN103008951A (en) * | 2012-12-14 | 2013-04-03 | 浙江杭萧钢构股份有限公司 | Adjustable assembly jig frame platform |
| CN103703198A (en) * | 2011-05-19 | 2014-04-02 | 尼古拉斯·马歇尔 | Frame support |
| CN106703072A (en) * | 2016-12-21 | 2017-05-24 | 中建六局土木工程有限公司 | Scaffolding equipment foundation embedded part construction method |
| CN108252317A (en) * | 2018-01-03 | 2018-07-06 | 太原理工大学 | A kind of assembling type base of adjustable lateral support |
-
2006
- 2006-06-16 CN CN 200610200573 patent/CN1861925A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103703198A (en) * | 2011-05-19 | 2014-04-02 | 尼古拉斯·马歇尔 | Frame support |
| CN102287058A (en) * | 2011-05-25 | 2011-12-21 | 中冶建工集团有限公司 | Method for installing and leveling large-plane high-precision embedded part |
| CN103008951A (en) * | 2012-12-14 | 2013-04-03 | 浙江杭萧钢构股份有限公司 | Adjustable assembly jig frame platform |
| CN103008951B (en) * | 2012-12-14 | 2014-12-17 | 浙江杭萧钢构股份有限公司 | Adjustable assembly jig frame platform |
| CN106703072A (en) * | 2016-12-21 | 2017-05-24 | 中建六局土木工程有限公司 | Scaffolding equipment foundation embedded part construction method |
| CN108252317A (en) * | 2018-01-03 | 2018-07-06 | 太原理工大学 | A kind of assembling type base of adjustable lateral support |
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