CN206091265U - Detachable anchor ring device - Google Patents

Detachable anchor ring device Download PDF

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Publication number
CN206091265U
CN206091265U CN201621131181.2U CN201621131181U CN206091265U CN 206091265 U CN206091265 U CN 206091265U CN 201621131181 U CN201621131181 U CN 201621131181U CN 206091265 U CN206091265 U CN 206091265U
Authority
CN
China
Prior art keywords
steel
anchor ring
cutting ferrule
spacer sleeve
ring device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201621131181.2U
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Chinese (zh)
Inventor
雷进艺
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201621131181.2U priority Critical patent/CN206091265U/en
Application granted granted Critical
Publication of CN206091265U publication Critical patent/CN206091265U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a detachable anchor ring device, including U type screw, top board, be provided with the pressure spring on the U type screw, be provided with the holding down plate above the pressure spring, the holding down plate top is provided with the wall body, wall body the inside nestification has the spacer sleeve, be provided with the cutting ferrule on the spacer sleeve, be provided with the I -steel above the wall body, the I -steel both sides are provided with the supporter, be provided with above the I -steel the top board, be provided with fastening nut on the top board, the afterbody of U type screw is provided with the screw thread section. Beneficial effect lies in: the pressure spring makes the I -steel is fixed to be fastened more, and the concrete of pouring again after the scaffold frame is demolishd moreover becomes the dendroid nestification in the wall body, with wall connection is inseparabler, has reduced and has filled the possibility that the piece drops.

Description

A kind of dismountable anchor ring device
Technical field
This utility model is related to technical field of building construction, more particularly to a kind of dismountable anchor ring device.
Background technology
During the steel pipe scaffold of encorbelmenting of architectural engineering is set up, the fixation of cantilever steel girder is typically pre- using U-shaped anchor ring Be embedded in floor concrete, after the completion of concreting, I-steel girder steel is inserted and top is set up again after fixing hanging Outrigger scaffold, after builder's jack is removed, then by U-shaped anchor ring cutting on flooring, the part being embedded in concrete all wastes , it is both not environmentally and uneconomical, it is that we have developed a kind of detachable anchor ring for fixing builder's jack girder steel this, both may be used Recycling and cheap energy-conservation.The Chinese patent of Application No. 201520412987.8, discloses a kind of reusable steel Muscle pre-embedded device, including steel plate, are respectively arranged at the two ends with two apertures on steel plate, steel plate is carried out with template through aperture by iron wire Colligation is fixed;By being welded to connect the U-shaped reinforcing bar draw ring for being provided with vertical placement on steel plate, the horizontal edge of U-shaped reinforcing bar draw ring and two Vertical side lever is equipped with seamless weld bond with the steel plate place of being welded to connect, and is arranged on two vertical side levers of U-shaped reinforcing bar draw ring There are a PVC sleeve pipes, at the top of two vertical side levers of the U-shaped reinforcing bar draw ring that the top of PVC sleeve pipes is exposed, be equipped with external thread section U Steel bar draw ring is located at the inner side of two vertical side levers outside floor and is connected with flitch respectively, is provided between two flitches I-steel;Install and be provided with plastic cap in the top of U-shaped reinforcing bar draw ring.Above-mentioned patent is present, can be on body of wall after anchor ring dismounting Hole is left, even if hole repairing is good using concrete, contacting also not between the concrete filled up again and surrounding body of wall Too closely, it is two non-cross individualities, fills up block and easily come off and cause danger.
Utility model content
The purpose of this utility model is that to solve the above problems and provides a kind of dismountable anchor ring device.
This utility model is achieved through the following technical solutions above-mentioned purpose:
A kind of dismountable anchor ring device, including U-shaped screw, top board, are provided with stage clip on the U-shaped screw, described Lower platen is provided with above stage clip, body of wall above the lower platen, is provided with, spacer sleeve inside the body of wall, is nested with, it is described between Cutting ferrule is provided with spacer, I-steel above the body of wall, is provided with, the I-steel both sides are provided with supporter, the I-shaped The top board is provided with above steel, clamp nut on the top board, is provided with, the afterbody of the U-shaped screw is provided with screw thread Section.
In said structure, the spacer sleeve is embedded in body of wall as requested before the body of wall casting concrete, portion Point concrete can be entered in the cutting ferrule from the lower end of the cutting ferrule, and after concrete setting, the spacer sleeve is just and the body of wall Tighten together, when needing cantilever steel girder, the U-shaped screw is through after the stage clip and the lower platen from below the body of wall Pass through, the I-steel is placed between the U-shaped screw, between the U-shaped screw and the I-steel, insert described Support body fixes tight, and the top board is nested in above the U-shaped screw, fixes tight by the clamp nut, is installed Scaffold, after dismounting scaffold, unclamps the clamp nut, unloads the I-steel and the U-shaped screw, at the interval Casting concrete in set, concrete are full of the inner chamber of the spacer sleeve and the cutting ferrule, the concrete for newly pouring just with the wall Body links together.
Use for convenience, the stage clip is nested on the U-shaped screw, punch forming on the lower platen has placement institute State the groove of stage clip.
Use for convenience, the length of the spacer sleeve is identical with the thickness of the body of wall, the cutting ferrule and the interval Set is welded as a whole.
Use for convenience, at least provided with a cutting ferrule on the outer wall of the spacer sleeve, the cutting ferrule and it is described between Angle between the vertical centrage of spacer between 20 ° -60 °, when the cutting ferrule is more than one, two adjacent cards Set is not in same vertical plane.
Use for convenience, the cutting ferrule is hollow pipe, the inner space of the cutting ferrule inner chamber and the spacer sleeve.
Use for convenience, the U-shaped screw is passed through from the inner chamber of the spacer sleeve, and the supporter is buckled in the work In the middle of word steel and the U-shaped screw, the through hole for installing the U-shaped screw on the top board, is provided with.
Use for convenience, the thread segment is molded over the afterbody of the U-shaped screw, the clamp nut is pacified by screw thread It is mounted on the thread segment, two clamp nuts is at least installed at each described thread segment, the clamp nut is 8.8 Level nut.
Use for convenience, between the clamp nut and the top board, be provided with elastic component.
The beneficial effects of the utility model are:The stage clip makes the I-steel fixation more fasten, and scaffold Again the concrete poured after removing is in the nested body of wall of dendroid, even closer with the wall connecting, reduces Fill up the possibility that block comes off.
Description of the drawings
Fig. 1 is a kind of structure diagram of dismountable anchor ring device described in the utility model;
Fig. 2 is a kind of spacer sleeve structure diagram of dismountable anchor ring device described in the utility model;
Fig. 3 is a kind of spacer sleeve top view of dismountable anchor ring device described in the utility model.
Description of reference numerals is as follows:
1st, U-shaped screw;2nd, stage clip;3rd, body of wall;4th, spacer sleeve;5th, I-steel;6th, thread segment;7th, clamp nut;8th, upper pressure Plate;9th, supporter;10th, cutting ferrule;11st, lower platen.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figure 1-Figure 3, a kind of dismountable anchor ring device, including U-shaped screw 1, top board 8, set on U-shaped screw 1 Stage clip 2 is equipped with, stage clip 2 is used for preventing anchor ring from loosening simultaneously, and stage clip 2 is provided with lower platen 11 above, and lower platen 11 is used for increasing With the contact area of body of wall 3, body of wall 3 above lower platen 11, is provided with, inside body of wall 3, is nested with spacer sleeve 4, spacer sleeve 4 is used for It is convenient to dismantle U-shaped screw 1, cutting ferrule 10 is provided with spacer sleeve 4, cutting ferrule 10 is used for the contact surface for increasing spacer sleeve 4 and body of wall 3 Product, body of wall 3 are provided with I-steel 5 above, and 5 both sides of I-steel are provided with supporter 9, and supporter 9 is used for preventing I-steel 5 or so Mobile, I-steel 5 is provided with top board 8 above, and clamp nut 7 is provided with top board 8, and clamp nut 7 is used for fixing, U-shaped The afterbody of screw 1 is provided with thread segment 6.
In said structure, spacer sleeve 4 is embedded in body of wall 3 as requested before 3 casting concrete of body of wall, part coagulation Soil can be entered in cutting ferrule 10 from the lower end of cutting ferrule 10, and after concrete setting, spacer sleeve 4 just tightens together with body of wall 3, needs During cantilever steel girder, U-shaped screw 1 is passed through after passing through stage clip 10 and lower platen 11 from below body of wall 3, and I-steel 5 is placed on U-shaped spiral shell Between silk 1, supporter 9 is inserted between U-shaped screw 1 and I-steel 5 and is fixed tightly, top board 8 is nested in above U-shaped screw 1, is led to Cross clamp nut 7 to fix tightly, carry out installation scaffold, after dismounting scaffold, unclamp clamp nut 7, unload I-steel 5 and U Type screw 1, the casting concrete in the spacer sleeve 4, concrete are full of the inner chamber of spacer sleeve 4 and cutting ferrule 10, the concrete for newly pouring Just link together with body of wall 3.
Use for convenience, stage clip 2 is nested on U-shaped screw 1, punch forming on lower platen 11 has the recessed of placement stage clip 2 Groove, the length of spacer sleeve 4 are identical with the thickness of body of wall 3, and cutting ferrule 10 is welded as a whole with spacer sleeve 4, and the outer wall of spacer sleeve 4 is up to One cutting ferrule 10 is set less, the angle between cutting ferrule 10 and the vertical centrage of spacer sleeve 4 between 20 ° -60 °, when cutting ferrule 10 During more than one, not in same vertical plane, cutting ferrule 10 is hollow pipe, 10 inner chamber of cutting ferrule and spacer sleeve to two adjacent cutting ferrules 10 4 inner space, U-shaped screw 1 are passed through from the inner chamber of spacer sleeve 4, and supporter 9 is buckled in the middle of I-steel 5 and U-shaped screw 1, on The through hole for installing U-shaped screw 1 is provided with pressing plate 8, thread segment 6 is molded over the afterbody of U-shaped screw 1, and clamp nut 7 passes through screw thread On thread segment 6, two clamp nuts 7 are at least installed at each thread segment 6, clamp nut 7 is 8.8 grades of nuts, tightly Gu elastic component is provided between nut 7 and top board 8.
Ultimate principle of the present utility model, principal character and advantage has been shown and described above.The technical staff of the industry It should be appreciated that this utility model is not restricted to the described embodiments, the simply explanation described in above-described embodiment and description is originally The principle of utility model, on the premise of without departing from this utility model spirit and scope, this utility model also has various change And improvement, these changes and improvements are both fallen within the range of claimed this utility model.This utility model claims scope Defined by appending claims and its effect thing.

Claims (8)

1. a kind of dismountable anchor ring device, it is characterised in that:Including U-shaped screw, top board, it is provided with the U-shaped screw Stage clip, is provided with lower platen above the stage clip, be provided with body of wall, interval is nested with inside the body of wall above the lower platen Set, is provided with cutting ferrule, I-steel is provided with above the body of wall on the spacer sleeve, the I-steel both sides are provided with support Body, is provided with the top board above the I-steel, clamp nut, the tail of the U-shaped screw are provided with the top board Portion is provided with thread segment.
2. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The stage clip is nested in the U On type screw, punch forming on the lower platen has the groove for placing the stage clip.
3. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The length of the spacer sleeve and institute The thickness for stating body of wall is identical, and the cutting ferrule is welded as a whole with the spacer sleeve.
4. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The outer wall of the spacer sleeve is up to One cutting ferrule is set less, the angle between the cutting ferrule and the vertical centrage of the spacer sleeve between 20 ° -60 °, when When the cutting ferrule is more than one, two adjacent cutting ferrules are not in same vertical plane.
5. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The cutting ferrule be hollow pipe, institute State the inner space of cutting ferrule inner chamber and the spacer sleeve.
6. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The U-shaped screw is between described The inner chamber of spacer is passed through, and the supporter is buckled in the middle of the I-steel and the U-shaped screw, is provided with the top board The through hole of the U-shaped screw is installed.
7. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The thread segment is molded over described The afterbody of U-shaped screw, the clamp nut are at least installed at each described thread segment by being threadably mounted on the thread segment There are two clamp nuts, the clamp nut is 8.8 grades of nuts.
8. a kind of dismountable anchor ring device according to claim 1, it is characterised in that:The clamp nut with it is described on Elastic component is provided between pressing plate.
CN201621131181.2U 2016-10-18 2016-10-18 Detachable anchor ring device Expired - Fee Related CN206091265U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621131181.2U CN206091265U (en) 2016-10-18 2016-10-18 Detachable anchor ring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621131181.2U CN206091265U (en) 2016-10-18 2016-10-18 Detachable anchor ring device

Publications (1)

Publication Number Publication Date
CN206091265U true CN206091265U (en) 2017-04-12

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621131181.2U Expired - Fee Related CN206091265U (en) 2016-10-18 2016-10-18 Detachable anchor ring device

Country Status (1)

Country Link
CN (1) CN206091265U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906996A (en) * 2017-04-25 2017-06-30 中国五冶集团有限公司 Reusable pre-buried ring
CN106978897A (en) * 2017-04-25 2017-07-25 中国五冶集团有限公司 The pre-buried ring of Cantilever Beams positional stability can be improved
CN115059285A (en) * 2022-06-29 2022-09-16 佛山市新一建筑集团有限公司 Overhanging scaffold foundation connecting mechanism

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906996A (en) * 2017-04-25 2017-06-30 中国五冶集团有限公司 Reusable pre-buried ring
CN106978897A (en) * 2017-04-25 2017-07-25 中国五冶集团有限公司 The pre-buried ring of Cantilever Beams positional stability can be improved
CN106906996B (en) * 2017-04-25 2019-04-09 中国五冶集团有限公司 Reusable pre-buried ring
CN106978897B (en) * 2017-04-25 2019-04-30 中国五冶集团有限公司 The pre-buried ring of Cantilever Beams positional stability can be improved
CN115059285A (en) * 2022-06-29 2022-09-16 佛山市新一建筑集团有限公司 Overhanging scaffold foundation connecting mechanism

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170412

Termination date: 20171018

CF01 Termination of patent right due to non-payment of annual fee