CN206635748U - Inner concrete vibrator - Google Patents

Inner concrete vibrator Download PDF

Info

Publication number
CN206635748U
CN206635748U CN201720181332.3U CN201720181332U CN206635748U CN 206635748 U CN206635748 U CN 206635748U CN 201720181332 U CN201720181332 U CN 201720181332U CN 206635748 U CN206635748 U CN 206635748U
Authority
CN
China
Prior art keywords
bar
inner concrete
reinforcing bar
vibrate
concrete vibrator
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
CN201720181332.3U
Other languages
Chinese (zh)
Inventor
武俊
俞金永
黄奇荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau 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 Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201720181332.3U priority Critical patent/CN206635748U/en
Application granted granted Critical
Publication of CN206635748U publication Critical patent/CN206635748U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

A kind of inner concrete vibrator, it is formed by welding by the A14 of the A20 reinforcing bars bar of 4 meters of a root long, the semi-circular A18 reinforcing bar turn handles that some radiuses the are 100mm and three root long 100mm steel pawls that vibrate.Reinforcing bar bar upper weld turn handle, bottom is downwards each other in three steel pawls that vibrate of splay welding.Three steel pawls that vibrate are uniform with central angle 120o each other on reinforcing bar bar bottom face, and it is 20o to weld angle vertically downwards with reinforcing bar rod axis.The utility model inner concrete vibrator is made using job site tailing, and materials are easy, simple in construction, inner concrete vibrator can scene make at any time again reusable, cost is low.Inner concrete vibrator of the present utility model is practical, easily solves the problems, such as to pour inner concrete using it and is vibrated difficulty using tradition equipment of vibrating.

Description

Inner concrete vibrator
Technical field
A kind of concrete vibrating device is the utility model is related to, more particularly to a kind of inner concrete vibrator.
Background technology
In tube pile construction, concrete perfusion is needed inside pile tube, because pile tube inner space is smaller in itself, then in pile tube Carry out stake in-core concreting in the steel reinforcement cage of interior placement and vibrate operation and carrying out stake in-core using traditional equipment of vibrating and mixing Solidifying soil pours operation of vibrating, and practical operation is difficult.
Utility model content
The purpose of this utility model be provide it is a kind of it is simple in construction, make easily, cost it is low, easy to operate, can be in pile tube The inner concrete vibrator of concrete vibrating is carried out in the small space of steel reinforcement cage.
What the purpose of this utility model was that by.The utility model inner concrete vibrator is characterised by:If There is a reinforcing bar bar, reinforcing bar bar upper weld there are some turn handles, and reinforcing bar bar bottom is downwards each other in splay Three steel pawls that vibrate are welded, the reinforcing bar bar, some turn handles and three steel pawls that vibrate collectively form vibrator.
The utility model inner concrete vibrator, wherein described three vibrate steel pawl on reinforcing bar bar bottom face each other Uniform with central angle 120o, it is 20o to weld angle vertically downwards with reinforcing bar rod axis.
The utility model inner concrete vibrator, wherein the reinforcing bar bar is made up of the A20 reinforcing bars for growing 4 meters, turn Handle is made up of the A18 reinforcing bars that semi-circular radius is 100mm, and the steel pawl that vibrates is made up of long 100mm A14 reinforcing bars.
The utility model inner concrete vibrator difference from prior art is the utility model inner concrete A20 reinforcing bar bar, semi-circular A18 reinforcing bar turn handle and three root longs that some radius be 100mm of the vibrator by 4 meters of a root long The 100mm A14 steel pawls that vibrate are formed by welding.The utility model inner concrete vibrator is made using job site tailing, is taken Material is easy, simple in construction, inner concrete vibrator can scene at any time make again it is reusable, cost is low.This practicality is new The inner concrete vibrator of type is practical, is easily solved using it and pours inner concrete and vibrated equipment using tradition The problem of difficulty of vibrating.
Inner concrete vibrator of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model inner concrete vibrator.
Embodiment
As shown in figure 1, inner concrete vibrator of the present utility model is provided with a reinforcing bar bar 1, the top of reinforcing bar bar 1 Some turn handles 2 are welded with, the bottom of reinforcing bar bar 1 is downwards each other in three steel pawls 3 that vibrate of splay welding.Reinforcing bar bar 1st, some turn handles 2 and three steel pawls 3 that vibrate collectively form vibrator.The upper weld turn handle 2 of reinforcing bar bar 1 is easy to stake Core concrete vibrator stress.
In the utility model, reinforcing bar bar 1 is made up of long 4 meters A20 reinforcing bars.Turn handle 2 is by semi-circular radius 100mm A18 reinforcing bars are formed.The steel pawl 3 that vibrates is made up of long 100mm A14 reinforcing bars.Three steel pawls 3 that vibrate are in reinforcing bar bar 1 Uniform with central angle 120o each other on bottom face, it is 20o to weld angle vertically downwards with the axis of reinforcing bar bar 1.
Onsite application inner concrete vibrator of the present utility model, whenever the inner concrete of pipe pile reinforcing bar cage 4 has poured When 400mm is high, by inner concrete vibrator insert the cast-in-place concrete of steel reinforcement cage 4 in, artificial rotary vibrator a few, so as to reach To by the closely knit purpose of concrete vibrating.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this The various modifications and improvement that the technical scheme of utility model is made, the protection of the utility model claims book determination all should be fallen into In the range of.

Claims (3)

  1. A kind of 1. inner concrete vibrator, it is characterised in that:Provided with a reinforcing bar bar(1), reinforcing bar bar(1)Upper weld There are some turn handles(2), reinforcing bar bar(1)Bottom is downwards each other in three steel pawls that vibrate of splay welding(3), the steel Muscles and bones bar(1), some turn handles(2)With three steel pawls that vibrate(3)Collectively form vibrator.
  2. 2. inner concrete vibrator according to claim 1, it is characterised in that:The described three steel pawls that vibrate(3)In steel Muscles and bones bar(1)It is uniform with central angle 120o each other on bottom face, with reinforcing bar bar(1)It is 20o that axis welds angle vertically downwards.
  3. 3. inner concrete vibrator according to claim 1 or 2, it is characterised in that:The reinforcing bar bar(1)By long 4 The A20 reinforcing bars of rice are formed, turn handle(2)It is made up of the A18 reinforcing bars that semi-circular radius is 100mm, vibrate steel pawl(3)By growing 100mm A14 reinforcing bars are formed.
CN201720181332.3U 2017-02-28 2017-02-28 Inner concrete vibrator Expired - Fee Related CN206635748U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720181332.3U CN206635748U (en) 2017-02-28 2017-02-28 Inner concrete vibrator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720181332.3U CN206635748U (en) 2017-02-28 2017-02-28 Inner concrete vibrator

Publications (1)

Publication Number Publication Date
CN206635748U true CN206635748U (en) 2017-11-14

Family

ID=60251056

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720181332.3U Expired - Fee Related CN206635748U (en) 2017-02-28 2017-02-28 Inner concrete vibrator

Country Status (1)

Country Link
CN (1) CN206635748U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108330817A (en) * 2018-03-16 2018-07-27 广东省冶金建筑设计研究院 It is a kind of to hold the Abutment Reinforcement structure and its construction method for tilting a miniature clump of piles using end

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108330817A (en) * 2018-03-16 2018-07-27 广东省冶金建筑设计研究院 It is a kind of to hold the Abutment Reinforcement structure and its construction method for tilting a miniature clump of piles using end

Similar Documents

Publication Publication Date Title
CN101833894B (en) Preparation method of earthquake landslide vibrating table test physical model
CN206971732U (en) A kind of doubly-linked beam forms pouring structure
CN206635748U (en) Inner concrete vibrator
CN207919545U (en) Auxiliary device is perfused for PHC inner concretes in one kind
CN209397712U (en) The connection structure of antidetonation steel pipe in a kind of shear wall
CN208415984U (en) A kind of steel column reinforced concrete enveloped ruggedized construction
CN103291080A (en) Movable sizing runway for floor slab concrete pouring
CN104453234B (en) Construction method with variable cross-section super large loop configuration and the self-compacting concrete used
CN206110123U (en) Steel bar cage positioning device
CN203701605U (en) Concrete hopper
CN205314372U (en) Steel reinforcement cage protective layer cushion
CN209353327U (en) The quick pile extension device of rotary digging stake in small space
CN202899123U (en) Pipe pile concreting reinforcement cage with circular ring internal supports
CN210597330U (en) Template and tree pool pouring structure with adjustable tree pool
CN207659957U (en) Prefabricated pile
CN208068539U (en) A kind of piping lane precast segment lubricating substance slot device
CN207160016U (en) Underwater grouting pile leader vibrator
CN208668745U (en) A kind of hollow floor large scale core mold structure
CN206941628U (en) A kind of construction site enclosing prefabricated foundation
CN111608184A (en) Core filling device for tubular pile
CN206887985U (en) Isolated footing under a kind of photovoltaic generation support reinforced column
CN206646646U (en) Interior ring type steel tube regeneration monolith assembling structure
CN205501993U (en) Back slip casting bored concrete pile structure
CN215564530U (en) Auxiliary vibrating framework for stiff structural column
CN113374268B (en) Auxiliary vibrating framework on outer side of section steel of stiff structural column and construction method based on framework

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171114

Termination date: 20190228

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