CN205742074U - A kind of quickly anchor ear detaching structure - Google Patents

A kind of quickly anchor ear detaching structure Download PDF

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Publication number
CN205742074U
CN205742074U CN201620686353.6U CN201620686353U CN205742074U CN 205742074 U CN205742074 U CN 205742074U CN 201620686353 U CN201620686353 U CN 201620686353U CN 205742074 U CN205742074 U CN 205742074U
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CN
China
Prior art keywords
anchor ear
crossbeam
steel
detaching structure
cast
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
CN201620686353.6U
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Chinese (zh)
Inventor
单琼
孙振华
纪现伟
张大伟
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China State Construction Port Engineering Group Co Ltd
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China State Construction Port Engineering Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China State Construction Port Engineering Group Co Ltd filed Critical China State Construction Port Engineering Group Co Ltd
Priority to CN201620686353.6U priority Critical patent/CN205742074U/en
Application granted granted Critical
Publication of CN205742074U publication Critical patent/CN205742074U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model relates to a kind of High-piled Wharf Construction technology, particularly to a kind of long piled wharf cast-in-place crossbeam bed die supporting construction.Anchor ear is as long piled wharf cast-in-place crossbeam bed die support system, and in the case of between tidewater limited serious, crossbeam, spacing is less, this utility model provides a kind of quickly anchor ear detaching structure, utilize limited anchor ear, reduce plant equipment to put into, improve anchor ear week transfer efficient, accelerating construction progress.On cast-in-place crossbeam, every Pin is provided with 3 groups of hanging brackets, reduces the usage quantity of anchor ear, meanwhile, to the crossbeam anchor ear poured, by increasing a steel wire rope and snap ring, it is fixed on adjacent beams reinforcing bar, in the case of deadweight, the anchor ear disassembled falls within the middle of two crossbeams, it is to avoid the impact of the lumps of wood and H profile steel, crawler crane is conducive in time anchor ear to be hung out use, save the anchor ear take-down time, accelerate turnover, reduce construction cost.

Description

A kind of quickly anchor ear detaching structure
Technical field
This utility model relates to a kind of High-piled Wharf Construction technology, props up particularly to a kind of long piled wharf cast-in-place crossbeam bed die Support structure.
Background technology
Anchor ear is as long piled wharf cast-in-place crossbeam bed die support system, and between tidewater limited serious, crossbeam, spacing is less In the case of, utilize limited anchor ear, reduce plant equipment and put into, improve anchor ear week transfer efficient, accelerating construction progress.Long piled wharf by Light in having structure, the stress feature such as clearly is applicable to the areas such as building stones deficiency, soft soil foundation.Anchor ear is bed die support system, Its turnover, peace are torn efficiency open and are directly affected construction speed.In the art, there is problems with urgently to be resolved hurrily:
1, how anchor ear limited amount, utilize limited anchor ear resource, improves working performance;
2, tidewater, traditional handicraft affect anchor ear and finally take out, and how to take measures the most first to be taken out by anchor ear, and turnover makes With.
In order to overcome the deficiency of approach described above, this utility model uses the side reducing every Pin crossbeam anchor ear usage quantity Method, meets shortening anchor ear turn around time, improves efficiency to meet the requirement of construction speed.
Utility model content
In order to improve speed of application and efficiency, it is achieved the quick turnover of anchor ear, this utility model is to add by the following method Fast anchor ear turnover, raising working performance:
One described in the utility model quick anchor ear detaching structure, is provided with hanging bracket on cast-in-place crossbeam (1) (2), cast-in-place crossbeam is positioned on steel-pipe pile (3), and crossbeam (1) bottom is provided with the lumps of wood (4), and anchor ear (5) is by fixing bolt (10) Being fastened on crossbeam (1), H profile steel (6) is positioned between anchor ear (5) and the lumps of wood (4), and H profile steel (5) length exceedes anchor ear (5) end face.
Further, on cast-in-place crossbeam (1), every Pin is provided with 3 groups of hangings bracket (2).
Further, described hanging bracket (2) is welded with screw-thread steel, and screw-thread steel is welded on steel-pipe pile (3) top
Further, described crossbeam (1) is lined with reinforcing bar (7);Steel wire one end of suspender (8) is bundled on reinforcing bar (7), separately One end is banded in H profile steel (6);Anchor ear (5) is fixed on this Pin crossbeam by the steel wire rope (9) being provided with snap ring of equal length (1) on.
Further, separately there is steel wire simultaneously by fixing for anchor ear (5) adjacent beams (11).
Further, described hanging bracket (2) is welded with screw-thread steel, and screw-thread steel is welded on steel-pipe pile (3) top
Further, crossbeam (1) is lined with reinforcing bar (7);Steel wire one end of suspender (8) is bundled on reinforcing bar (7), and the other end is tied Prick in H profile steel (6);Anchor ear (5) is fixed on this Pin crossbeam (1) and phase by the steel wire rope (9) being provided with snap ring of equal length On adjacent crossbeam (11).
Further, described suspender (8) is chain block.
This utility model uses and reduces every Pin crossbeam anchor ear usage quantity, and the mode increasing hanging bracket has made full use of The anchor ear resource of limit.Owing to it is known that the anchor ear set-up time is low compared with hanging bracket efficiency, and difficulty of construction is relatively big, so In the case of meeting the requirement of bottom support power, every Pin crossbeam increases by 3 groups of hanging brackets, makes anchor ear usage quantity halve, both improved Anchor ear service efficiency, reduces again tidewater influence degree, accelerates the crossbeam bottom support set-up time simultaneously;Anchor ear has been dismantled After, take measures in time anchor ear to be taken out turnover and use.The crossbeam anchor ear poured is removed, by increasing a steel wire Rope and snap ring, be fixed on adjacent beams reinforcing bar, and in the case of deadweight, anchor ear falls within the middle of two crossbeams, it is to avoid the lumps of wood and H profile steel Impact, anchor ear is hung out use by beneficially crawler crane in time, saves the anchor ear take-down time, accelerates turnover, reduces construction cost.
The beneficial effects of the utility model and advantage be:
1, part uses hanging bracket, saves anchor ear usage quantity, changes what tradition bracket welding was affected by tidewater simultaneously Drawback, adjusts weld bond and is affected smaller part to by tidewater;
2, first traditional handicraft for extract the lumps of wood out, then hangs out H profile steel, finally takes out anchor ear;The present invention every anchor ear is adopted Make it move to crossbeam intermediate gaps with two steel wire ropes, first anchor ear is taken out and use, complete the lumps of wood and H type the most at one's leisure Steel takes out, and accelerates anchor ear turnover.
Accompanying drawing explanation
Fig. 1 is the chain block binding H profile steel of a kind of quick anchor ear detaching structure embodiment 1,2 described in the utility model Structural representation;
Fig. 2 is the knot of the wire binding anchor ear of a kind of quick anchor ear detaching structure embodiment 1,2 described in the utility model Structure schematic diagram;
Fig. 3 is that the wire binding of the anchor ear of a kind of quick anchor ear detaching structure embodiment 2 described in the utility model connects Structural representation on adjacent crossbeam reinforcing bar;
Fig. 4 is that the connecting bolt of the anchor ear of a kind of quick anchor ear detaching structure embodiment 2 described in the utility model is cut Structural representation time disconnected;
Fig. 5 is the structural representation of the hanging bracket of a kind of quick anchor ear detaching structure described in the utility model;
Fig. 6 is that the anchor ear of a kind of quick anchor ear detaching structure embodiment 1 described in the utility model is fixed bolt and cut off Time structural representation;
Fig. 7 is that the H profile steel of a kind of quick anchor ear detaching structure embodiment 1 described in the utility model sinks to departing from the bottom of crossbeam Structural representation during face;
Fig. 8 is the knot after the dismounting lumps of wood grid of a kind of quick anchor ear detaching structure embodiment 1 described in the utility model Structure schematic diagram;
In figure:
1, crossbeam, 2, hanging bracket, 3, steel-pipe pile, 4, the lumps of wood, 5, anchor ear, 6, H profile steel, 7, reinforcing bar, 8, suspender, 9, steel wire Rope, 10, fixing bolt, 11, adjacent beams.
Detailed description of the invention
Below in conjunction with accompanying drawing, the technical scheme in this utility model embodiment is described further.Obviously, retouched The embodiment stated is only a part of embodiment of the present utility model rather than whole embodiments, and therefore following example are used In explanation utility model, it is not intended to limit practical range of the present utility model.
Embodiment 1:
One described in the utility model quick anchor ear detaching structure, is provided with hanging bracket 2 on cast-in-place crossbeam 1, existing Watering crossbeam to be positioned on steel-pipe pile 3, be provided with the lumps of wood 4 bottom crossbeam 1, anchor ear 5 is fastened on crossbeam 1 by fixing bolt 10, H type Steel 6 is between anchor ear 5 and the lumps of wood 4, and H profile steel 6 length exceedes anchor ear 5 end face.
Further, on cast-in-place crossbeam 1, every Pin is provided with 3 groups of hanging brackets 2.
Further, described construction on land, hanging bracket 2 is welded with the screw-thread steel of direct 25mm, then at water Time upper, the screw-thread steel of 25mm diameter was welded on steel-pipe pile 3 top, had the most both reduced tidewater influence degree, reduce again anchor ear and account for Use quantity.
Further, described crossbeam 1 is lined with reinforcing bar 7;Use chain block as suspender 8, steel wire one end of suspender 8 Being bundled on reinforcing bar 7 and tighten up chain block and make steel wire tensioning, the other end is banded in H profile steel 6;Equal length be provided with card Anchor ear 5 is fixed on this Pin crossbeam 1 by the steel wire rope 9 of ring;The cast-in-place crossbeam of long piled wharf 1 with steel-pipe pile 3 as pile foundation, treats lower horizontal stroke After beam 1 reaches bed die dismounting intensity, when tidewater retreats to below the fixing bolt horizontal plane of anchor ear 5, use oxygen-acetylene cutting The fixing bolt of anchor ear 5, anchor ear 5 i.e. falls under Gravitative Loads, and owing to there being tying up of steel wire rope 9, anchor ear 5 is suspended in midair In;So dismounting avoids anchor ear 5 to lift by crane is affected by the lumps of wood 4 and H profile steel 6, is taken out in time by anchor ear 5, accelerate the week of anchor ear 5 Turn;When personnel, equipment free time, loosen chain block, make the bed die such as H profile steel 6 and the lumps of wood 4 fall, extract the lumps of wood 4 out, hang out H type Steel 6.
Further, separately there is steel wire to be fixed in adjacent beams 11 by anchor ear 5 simultaneously.
Further, described hanging bracket 2 is welded with screw-thread steel, and screw-thread steel is welded on steel-pipe pile 3 top
Embodiment 2:
Difference from Example 1 is, crossbeam 1 is lined with reinforcing bar 7;Steel wire one end of suspender 8 is bundled on reinforcing bar 7, separately One end is banded in H profile steel 6;Anchor ear 5 is fixed on this Pin crossbeam 1 by the steel wire rope 9 being provided with snap ring using 4 equal length With in adjacent beams 11;The cast-in-place crossbeam of long piled wharf 1 with steel-pipe pile 3 as pile foundation, treats that sill 1 reaches bed die and removes intensity After, when tidewater retreats to below the fixing bolt horizontal plane of anchor ear 5, use the fixing bolt of oxygen-acetylene cutting anchor ear 5, anchor ear 5 i.e. fall under Gravitative Loads, owing to using the steel wire rope 9 being provided with snap ring of 4 equal length that anchor ear 5 is fixed on this Pin On crossbeam 1 and adjacent beams 11, anchor ear 5 is i.e. suspended in the middle of crossbeam 1 and adjacent beams 11 under Gravitative Loads, and so dismounting keeps away Exempt from anchor ear 5 to lift by crane and affected by the lumps of wood 4 and H profile steel 6, anchor ear 5 is taken out in time, accelerates the turnover of anchor ear 5;Treat personnel, set During the standby free time, loosen chain block, make the bed die such as H profile steel 6 and the lumps of wood 4 fall, extract the lumps of wood 4 out, hang out H profile steel 6.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this Within the spirit of utility model and principle, any modification, equivalent substitution and improvement etc. made, should be included in this utility model Protection domain within.

Claims (8)

1. a quick anchor ear detaching structure, it is characterised in that: on cast-in-place crossbeam (1), it is provided with hanging bracket (2), cast-in-place horizontal stroke Beam is positioned on steel-pipe pile (3), and crossbeam (1) bottom is provided with the lumps of wood (4), and anchor ear (5) is fastened on crossbeam by fixing bolt (10) (1), on, H profile steel (6) is positioned between anchor ear (5) and the lumps of wood (4), and H profile steel (6) length exceedes anchor ear (5) end face.
2. a kind of quickly anchor ear detaching structure as claimed in claim 1, it is characterised in that: on cast-in-place crossbeam (1), every Pin sets It is equipped with 3 groups of hangings bracket (2).
3. a kind of quickly anchor ear detaching structure as claimed in claim 1, it is characterised in that: described hanging bracket (2) welding Screw-thread steel, screw-thread steel is had to be welded on steel-pipe pile (3) top.
4. a kind of quickly anchor ear detaching structure as claimed in claim 1, it is characterised in that: crossbeam (1) is lined with reinforcing bar (7); Steel wire one end of suspender (8) is bundled on reinforcing bar (7), and the other end is banded in H profile steel (6);Equal length be provided with snap ring Anchor ear (5) is fixed on this Pin crossbeam (1) by steel wire rope (9).
5. a kind of quickly anchor ear detaching structure as claimed in claim 4, it is characterised in that: separately there is steel wire simultaneously by anchor ear (5) In fixing adjacent beams (11).
6. a kind of quickly anchor ear detaching structure as claimed in claim 2, it is characterised in that: described hanging bracket (2) welding Screw-thread steel, screw-thread steel is had to be welded on steel-pipe pile (3) top.
7. a kind of quickly anchor ear detaching structure as described in claim 2 or 6, it is characterised in that: crossbeam (1) is lined with reinforcing bar (7);Steel wire one end of suspender (8) is bundled on reinforcing bar (7), and the other end is banded in H profile steel (6);Equal length be provided with card Anchor ear (5) is fixed in this Pin crossbeam (1) and adjacent beams (11) by the steel wire rope (9) of ring.
8. a kind of quickly anchor ear detaching structure as claimed in claim 4, it is characterised in that: described suspender (8) is for pulling calabash Reed.
CN201620686353.6U 2016-07-01 2016-07-01 A kind of quickly anchor ear detaching structure Expired - Fee Related CN205742074U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620686353.6U CN205742074U (en) 2016-07-01 2016-07-01 A kind of quickly anchor ear detaching structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620686353.6U CN205742074U (en) 2016-07-01 2016-07-01 A kind of quickly anchor ear detaching structure

Publications (1)

Publication Number Publication Date
CN205742074U true CN205742074U (en) 2016-11-30

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820560A (en) * 2018-08-10 2020-02-21 山东中宏路桥建设有限公司 Method for disassembling hoop support of bent cap
CN111042047A (en) * 2019-12-30 2020-04-21 中建港航局集团有限公司 Construction process for lower cross beam of platform

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820560A (en) * 2018-08-10 2020-02-21 山东中宏路桥建设有限公司 Method for disassembling hoop support of bent cap
CN111042047A (en) * 2019-12-30 2020-04-21 中建港航局集团有限公司 Construction process for lower cross beam of platform

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161130

Termination date: 20210701