CN108005391A - Tamping equipment built in new form concrete - Google Patents

Tamping equipment built in new form concrete Download PDF

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Publication number
CN108005391A
CN108005391A CN201711485949.5A CN201711485949A CN108005391A CN 108005391 A CN108005391 A CN 108005391A CN 201711485949 A CN201711485949 A CN 201711485949A CN 108005391 A CN108005391 A CN 108005391A
Authority
CN
China
Prior art keywords
vibration section
transmission segment
form concrete
tamping equipment
concrete
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.)
Pending
Application number
CN201711485949.5A
Other languages
Chinese (zh)
Inventor
李利平
周申
吕新建
刘洪亮
迟作强
孙尚渠
刘振华
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.)
Shandong University
Shandong Luqiao Group Co Ltd
Original Assignee
Shandong University
Shandong Luqiao 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 Shandong University, Shandong Luqiao Group Co Ltd filed Critical Shandong University
Priority to CN201711485949.5A priority Critical patent/CN108005391A/en
Publication of CN108005391A publication Critical patent/CN108005391A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/06Solidifying concrete, e.g. by application of vacuum before hardening
    • E04G21/08Internal vibrators, e.g. needle vibrators

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The present invention relates to tamping equipment built in a kind of new form concrete, including active vibration section, transmission segment, section is passively vibrated, and the fixed sleeving being sleeved on outside transmission segment.The present invention have studied new form concrete built in tamping equipment, solve in closing template and closely between reinforcing bar, traditional vibrating spear be difficult to it is enough and the problem of.In tamping equipment built in closed die intralamellar part, compared with traditional vibrating spear, vibration board, it can preferably solve the problems, such as that closed die intralamellar part, close reinforcing bar gap etc. are difficult to enough and position concrete vibrating.

Description

Tamping equipment built in new form concrete
Technical field
The present invention relates to a kind of Construction Technology, tamping equipment built in especially a kind of new form concrete.
Background technology
Form concrete is as one of most important engineered building materials, in Structural Engineering, underground engineering, hydraulic engineering etc. Got a lot of applications in field.The shape of form concrete is designed generally according to the surface of works, it sometimes appear that mould Plate is big and deep, or form for seal is higher, and additionally some are distributed closeer situation such as reinforcing bar, and traditional vibrating head is so In the case of, it is difficult to enough and template depths and the inside of intensive reinforcing bar, cause the concrete of inside can not effectively to be vibrated, Easily there are the harsh conditions such as voids and pits, cavity.Vibration board applies vibration force outside template to concrete, wherein compared with Most vibrational energy is all absorbed by template, and small part is transferred to the shallow-layer concrete nearer from template, the concrete of inner layer It can not sufficiently be vibrated, the risk in inside concrete cavity can not be effectively eliminated.
The content of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art, there is provided and it is a kind of simple in structure, it is easy to use, bury In inside concrete, effect of fully effectively vibrating can be carried out to concrete from inside, be conducive to the safe construction of Practical Project Tamping equipment built in new form concrete.
To achieve the above object, the present invention uses following technical proposals:
Tamping equipment built in a kind of new form concrete, including two active vibration sections and at least one passive vibration Section, described two active vibration sections are connected to the both ends of passive vibration section by transmission segment, and active vibration section with it is described Passive vibration section is parallel.
Further, the passive vibration section is arranged in form concrete.
Further, the active vibration section is arranged on outside form concrete.
Further, the passive transmission segment is bolt rod structure.
Further, two active vibration sections are oppositely arranged.
Further, the active vibration section and transmission segment are rigid material section.
Further, the passive vibration section is elastic material section.
Further, the active vibration section does forward and reverse rotation of high frequency around transmission segment.
Further, the transmission segment passes through rigid connection with passive vibration section.
Further, the elastic material for driving passive vibration section is carried out dither by the rotation of the transmission segment.
Elastic material and rigid material in the present invention can use such as wire rod reinforcing bar, screw-thread steel current material, herein not Repeat again.
The present invention makes active vibration section do high frequency around transmission segment by applying thin tail sheep high frequency vibrating power in active vibration section Forward and reverse rotation;Active vibration section and transmission segment are rigidly connected rigid material, so that it is small to drive transmission segment to do high frequency Angular positive-negative transhipment is dynamic;Transmission segment will drive passive vibration section with passive vibration section by rigid connection, the rotation of transmission segment Elastic material carries out dither, so that dither is transferred to inside concrete, concrete is fully had from inside Effect is vibrated, and avoids the generation of the severe engineering situation such as voids and pits, interior void.
The present invention have studied new form concrete built in tamping equipment, solve closing template in and close reinforcing bar Between, traditional vibrating spear be difficult to it is enough and the problem of.In tamping equipment built in closed die intralamellar part, vibrate with traditional vibrating spear, tablet Device is compared, and can preferably solve the problems, such as that closed die intralamellar part, close reinforcing bar gap etc. are difficult to enough and position concrete vibrating.
The concrete that the present invention is solved between form concrete closing template deep and close reinforcing bar is difficult to obtain fully The problem of effectively vibrating, has the following advantages:
1st, successfully traditional concrete vibrating mode can be difficult to it is enough and deep concrete carry out sufficiently effective vibrate;
2nd, simple in structure, easy to operate, cost is relatively low, and the material used is common current material;
Brief description of the drawings
The accompanying drawings which form a part of this application are used for providing further understanding of the present application, and the application's shows Meaning property embodiment and its explanation are used to explain the application, do not form the improper restriction to the application.
Fig. 1 is schematic structural view of the invention;
Wherein 1. active vibration sections;2. transmission segment;3. passively vibration section;4. fixed sleeving;5. concrete blinding.
Embodiment
It is noted that described further below is all illustrative, it is intended to provides further instruction to the application.It is unless another Indicate, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singulative It is also intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " bag Include " when, it indicates existing characteristics, step, operation, device, component and/or combinations thereof.
The present invention is further described with reference to the accompanying drawings and examples.
In Fig. 1, tamping equipment built in a kind of new form concrete, including active vibration section 1, transmission segment 2, passive vibration Section 3, and the fixed sleeving 4 being sleeved on outside transmission segment.Two active vibration sections 1 are connected to passive vibration section 3 by transmission segment 2 Both ends, and active vibration section 1 is parallel with the passive vibration section 2.Transmission segment passes through rigid connection with passive vibration section;And Transmission segment is equipped with fixed sleeving 4.
The present invention makes active vibration section do height around transmission segment by applying thin tail sheep high frequency vibrating power in active vibration section 1 Forward and reverse rotation of frequency;Active vibration section 1 and transmission segment 2 are rigidly connected rigid material, so as to drive transmission segment to do height Frequency low-angle rotating campaign;With passive vibration section 3 by rigid connection, the rotation of transmission segment 2 will drive passively shakes transmission segment 2 The elastic material of dynamic section carries out dither, so that dither is transferred to inside concrete, concrete is obtained from inside It is sufficiently effective to vibrate, avoid the generation of the severe engineering situation such as voids and pits, interior void.
Passive vibration section 3 is arranged in form concrete.Active vibration section 1 is arranged on outside form concrete.
Passive transmission segment 3 is bolt rod structure;Two active vibration sections 1 are oppositely arranged.
The present invention have studied new form concrete built in tamping equipment, solve closing template in and close reinforcing bar Between, traditional vibrating spear be difficult to it is enough and the problem of.In tamping equipment built in closed die intralamellar part, vibrate with traditional vibrating spear, tablet Device is compared, and can preferably solve the problems, such as that closed die intralamellar part, close reinforcing bar gap etc. are difficult to enough and position concrete vibrating
In addition, such as template inner concrete depth is larger, more passive vibration sections can be arranged side by side, to ensure effect of vibrating.
The foregoing is merely the preferred embodiment of the application, the application is not limited to, for the skill of this area For art personnel, the application can have various modifications and variations.It is all within spirit herein and principle, made any repair Change, equivalent substitution, improvement etc., should be included within the protection domain of the application.

Claims (8)

1. tamping equipment built in a kind of new form concrete, it is characterised in that including two active vibration sections and at least one Passive vibration section, described two active vibration sections are connected to the both ends of passive vibration section, and active vibration section by transmission segment It is parallel with the passive vibration section;
Apply thin tail sheep high frequency vibrating power in active vibration section, active vibration section is done forward and reverse rotation of high frequency around transmission segment; Active vibration section and transmission segment are rigidly connected rigid material, so as to drive transmission segment to do the positive and negative transhipment of high frequency low-angle It is dynamic;Transmission segment is carried out the elastic material for driving passive vibration section by rigid connection, the rotation of transmission segment with passive vibration section Dither, so that dither is transferred to inside concrete, make concrete from inside obtain it is sufficiently effective vibrate, avoid The generation of the severe engineering situation such as voids and pits, interior void.
2. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the passive vibration section It is arranged in form concrete.
3. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the active vibration section It is arranged on outside form concrete.
4. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the passive transmission segment For bolt rod structure.
5. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that two active vibration section phases To setting.
6. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the active vibration section and Transmission segment is rigid material section.
7. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the passive vibration section is Elastic material section.
8. tamping equipment built in new form concrete as claimed in claim 1, it is characterised in that the transmission segment and quilt Dynamic vibration section passes through rigid connection.
CN201711485949.5A 2017-12-29 2017-12-29 Tamping equipment built in new form concrete Pending CN108005391A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711485949.5A CN108005391A (en) 2017-12-29 2017-12-29 Tamping equipment built in new form concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711485949.5A CN108005391A (en) 2017-12-29 2017-12-29 Tamping equipment built in new form concrete

Publications (1)

Publication Number Publication Date
CN108005391A true CN108005391A (en) 2018-05-08

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CN201711485949.5A Pending CN108005391A (en) 2017-12-29 2017-12-29 Tamping equipment built in new form concrete

Country Status (1)

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CN (1) CN108005391A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109930451A (en) * 2019-04-27 2019-06-25 石家庄辰启科技有限公司 Vibrate frame
CN110900794A (en) * 2019-12-24 2020-03-24 陕西工业职业技术学院 Prefab pouring and vibrating combined die

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242282A (en) * 2001-02-20 2002-08-28 Suehiro Sangyo Kk Concrete molding die
CN104514377A (en) * 2014-12-24 2015-04-15 重庆百齐居建材有限公司 Adjustable concrete vibrating device
CN105908973A (en) * 2016-04-27 2016-08-31 天津送变电工程公司 Micro vibration technique for improving foundation construction technology
EP3147094A2 (en) * 2015-08-07 2017-03-29 Lithonplus GmbH & Co. KG Formwork mould for wall panel
CN106760546A (en) * 2017-02-03 2017-05-31 山东科技大学 Vibrating method and tamping equipment are poured when large volume concrete structural thing is constructed

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242282A (en) * 2001-02-20 2002-08-28 Suehiro Sangyo Kk Concrete molding die
CN104514377A (en) * 2014-12-24 2015-04-15 重庆百齐居建材有限公司 Adjustable concrete vibrating device
EP3147094A2 (en) * 2015-08-07 2017-03-29 Lithonplus GmbH & Co. KG Formwork mould for wall panel
CN105908973A (en) * 2016-04-27 2016-08-31 天津送变电工程公司 Micro vibration technique for improving foundation construction technology
CN106760546A (en) * 2017-02-03 2017-05-31 山东科技大学 Vibrating method and tamping equipment are poured when large volume concrete structural thing is constructed

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109930451A (en) * 2019-04-27 2019-06-25 石家庄辰启科技有限公司 Vibrate frame
CN110900794A (en) * 2019-12-24 2020-03-24 陕西工业职业技术学院 Prefab pouring and vibrating combined die

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