CN201873950U - high-flatness control mould for beam surface - Google Patents

high-flatness control mould for beam surface Download PDF

Info

Publication number
CN201873950U
CN201873950U CN2010206215377U CN201020621537U CN201873950U CN 201873950 U CN201873950 U CN 201873950U CN 2010206215377 U CN2010206215377 U CN 2010206215377U CN 201020621537 U CN201020621537 U CN 201020621537U CN 201873950 U CN201873950 U CN 201873950U
Authority
CN
China
Prior art keywords
mould
main body
flatness control
control mould
utility
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
CN2010206215377U
Other languages
Chinese (zh)
Inventor
齐凤江
劳南兴
江拔其
苏晓雷
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 Railway 16th Bureau Group Co Ltd
Beijing Engineering Co Ltd of China Railway Urban Construction Group Co Ltd
Second Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd
Original Assignee
China Railway 16th Bureau 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 Railway 16th Bureau Group Co Ltd filed Critical China Railway 16th Bureau Group Co Ltd
Priority to CN2010206215377U priority Critical patent/CN201873950U/en
Application granted granted Critical
Publication of CN201873950U publication Critical patent/CN201873950U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

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

Abstract

The utility model relates to a high-flatness control mould for a beam surface, which comprises an inequilateral groove-shaped mould main body; a plurality of attached vibrators are evenly arranged at the middle part of the top surafce of the mould main body; slopes are arranged at the edges of the side surfaces of the mould main body and are welded with angle steel; and the three attached vibrators are available. The high-flatness control mould has the beneficial effects of simple structure, convenient manufacture, low manufacturing cost, large contact area betwen the mould and concrete and good levelling effect.

Description

Beam face high-flatness control mould
Technical field
The utility model relates to a kind of beam face high-flatness control mould.
Background technology
Special line for passenger trains and Development of High Speed Railway are so far, the ratio that the use of post-stressed simple supported box beam in its whole circuit accounts for is also just more and more, need the drainage pattern of simple supported box beam also just different at different designs, substantially middle drainage pattern arranged, the both sides drainage pattern, three row drainage patterns.The simple supported box beam of the three row drainage patterns of undertaking the construction of, what use on bridge floor simultaneously is CRTS-II template formula non-fragment orbit.Six slopes to beam surface evenness and three row drainage patterns require also just than higher, use originally high frequency leveling to carry pulp grinder because to carry slurry little with angle steel and concrete contact area, and in use easy deformation can not satisfy the requirement of beam surface evenness, if it is long-pending big to produce when leveling and concrete surface, and rigidity preferably arranged, in use do not allow yielding mould, just can satisfy beam surface evenness and six sloping types in slope like that, by studying and putting into practice us and designed this structure---beam face high-flatness control mould.
The utility model content
The purpose of this utility model provides, to overcome the problems referred to above that prior art exists.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of beam face high-flatness control mould comprises unequal-sided grooved die main body, and the middle part of described die main body end face is evenly distributed with some form vibrators, and the edge of each side of die main body is equipped with the slope, all is welded with angle steel on the slope.The number of described form vibrator is 3.
The beneficial effects of the utility model are: simple in structure, easy to make, cost is low; Mould and concrete surface are long-pending big, flatten effective.
Description of drawings
With reference to the accompanying drawings the utility model is described in further detail below.
Fig. 1 is the front view of the described beam face of the utility model embodiment high-flatness control mould;
Fig. 2 is the vertical view of the described beam face of the utility model embodiment high-flatness control mould;
Fig. 3 is the lateral view of the described beam face of the utility model embodiment high-flatness control mould.
Among the figure:
1, die main body; 2, form vibrator; 3, angle steel.
The specific embodiment
As Figure 1-3, the described a kind of beam face high-flatness control mould of the utility model embodiment, comprise unequal-sided grooved die main body 1, the middle part of described die main body 1 end face is evenly distributed with some form vibrators 2, the edge of die main body 1 each side is equipped with the slope, all is welded with angle steel 3 on the slope.The number of described form vibrator 2 is 3.
Specifically adding man-hour, at first select steel plate for use, steel plate should satisfy rigidity requirement simultaneously self can not overweightly be carried the slurry carriage walking with exempt from customs examination and bring difficulty, considers that the thickness of above 2 steel plates is preferably 5mm, 2 block lengths * wide: 310cm * 60cm, 2 block lengths * wide: 96cm * 60cm.Steel plate is pressed into the grooved of 10cm * 30cm * 20cm.Again according to beam face design grade with 4 mould welding cost utility model moulds, and then at the angle steel 3 of chamfering place, mould slope weldering 4cm * 4cm, it is indeformable that the rigidity that increases the chamfering place guarantees that the utility model mould is subjected to concrete resistance when the face of receipts.At last in the middle of two horizontal segments and mold center minimum point place each fix the form vibrator of a 0.75kW and be communicated with the motor switch of carrying pulp grinder.The utility model beam face high-flatness control mould just completes like this.
During concrete the use the utility model is welded on angle steel and carries on the pulp grinder walking dolly, adjusting absolute altitude just can use, and the form vibrator 2 on carrying pulp grinder walking dolly when walking opening mold, reduce mould by vibrations and take off the frictional resistance of pressing concrete surface layer.

Claims (2)

1. a beam face high-flatness is controlled mould, comprise inequilateral grooved die main body (1), it is characterized in that: the middle part of described die main body (1) end face is evenly distributed with some form vibrators (2), the edge of each side of die main body (1) is equipped with the slope, all is welded with angle steel (3) on the described slope.
2. beam face high-flatness control mould according to claim 1, it is characterized in that: the number of described form vibrator (2) is 3.
CN2010206215377U 2010-06-12 2010-11-24 high-flatness control mould for beam surface Expired - Fee Related CN201873950U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010206215377U CN201873950U (en) 2010-06-12 2010-11-24 high-flatness control mould for beam surface

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CN201020224232 2010-06-12
CN201020224232.2 2010-06-12
CN2010206215377U CN201873950U (en) 2010-06-12 2010-11-24 high-flatness control mould for beam surface

Publications (1)

Publication Number Publication Date
CN201873950U true CN201873950U (en) 2011-06-22

Family

ID=44161875

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010206215377U Expired - Fee Related CN201873950U (en) 2010-06-12 2010-11-24 high-flatness control mould for beam surface

Country Status (1)

Country Link
CN (1) CN201873950U (en)

Similar Documents

Publication Publication Date Title
CN103711047B (en) A kind of rail tie plate
CN201520928U (en) Adjustable track seat of large-stroke precise track
CN204432981U (en) The plane general jig frame that a kind of movable is combined with frame-type
CN206306232U (en) A kind of ballastless track slab mold
CN201873950U (en) high-flatness control mould for beam surface
CN203754174U (en) High-connection-accuracy hollow elevator guide rail
CN103669125B (en) A kind of rail tie plate
CN207974520U (en) Double slope concrete regularization sliding moulds that incline
CN203741779U (en) Truss-suspended concrete polisher
CN209478464U (en) A kind of production mould of adjustable prefabricated fair-faced concrete
CN203639764U (en) Rail base plate
CN201794059U (en) Faced rockfill dam-rolling slope-reinforcing template
CN201760954U (en) Ballastless track plate mold with two-dimensional adjustable bearing platform
CN202507409U (en) Cast ingot bonding tray
CN207104631U (en) Lifting deflecting conveyer for glass grinder
CN201835269U (en) Face rock-fill dam roller compacted slope fixation template
CN105507554A (en) Raised floor and connecting structure thereof
CN209194250U (en) A kind of construction tool for unballasted track bed plate apron slope
CN105114261A (en) Gear box elastic support component of wind turbine generator set
CN212335663U (en) Coarse paving and positioning device for CRTS III type plate type ballastless track plate
CN112030775A (en) Waterproof layer fiber concrete plane vibrating device between high-speed railway bridge surface lines
CN203401587U (en) Box girder bottom die pedestal
CN205437617U (en) Sweep stone implement support assembly welding frock
CN204000507U (en) Separation layer cutting device on ballastless track base
CN203212959U (en) Rectangular horseshoe tunnel-laying-machine running-rail support

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: THE 2ND ENGINEERING CO., LTD. OF CHINA RAILWAY 16T

Effective date: 20140307

CB03 Change of inventor or designer information

Inventor after: Qi Fengjiang

Inventor after: Lao Nanxing

Inventor after: Jiang Baqi

Inventor after: Su Xiaolei

Inventor after: Zhang Chuanan

Inventor after: Qi Yongli

Inventor after: Xue Pu

Inventor after: Li Pengfei

Inventor before: Qi Fengjiang

Inventor before: Lao Nanxing

Inventor before: Jiang Baqi

Inventor before: Su Xiaolei

CB03 Change of inventor or designer information
COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: QI FENGJIANG LAO NANXING JIANG BAQI SU XIAOLEI TO: QI FENGJIANG LAO NANXING JIANG BAQI SU XIAOLEI ZHANG CHUANAN QI YONGLI XUE PU LI PENGFEI

TR01 Transfer of patent right

Effective date of registration: 20140307

Address after: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee after: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

Patentee after: The 2nd Engineering Co., Ltd. of China Railway 16th Construction Bureau Ltd.

Address before: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee before: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

TR01 Transfer of patent right
ASS Succession or assignment of patent right

Owner name: THE 2ND ENGINEERING CO., LTD. OF CHINA RAILWAY 16T

Free format text: FORMER OWNER: THE 2ND ENGINEERING CO., LTD. OF CHINA RAILWAY 16TH BUREAU GROUP CO., LTD.

Effective date: 20140624

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20140624

Address after: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee after: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

Patentee after: The 2nd Engineering Co., Ltd. of China Railway 16th Construction Bureau Ltd.

Patentee after: China Railway 16th Bureau Group Beijing Engineering Co., Ltd.

Address before: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee before: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

Patentee before: The 2nd Engineering Co., Ltd. of China Railway 16th Construction Bureau Ltd.

C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee after: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

Patentee after: The 2nd Engineering Co., Ltd. of China Railway 16th Construction Bureau Ltd.

Patentee after: BEIJING ENGINEERING COMPANY LIMITED OF CHINA RAILWAY URBAN CONSTRUCTION GROUP

Address before: 100018 Beijing city Chaoyang District No. 2 North Pine dam Park

Patentee before: China Railway Construction Engineering Bureau No.16 Group Corp., Ltd.

Patentee before: The 2nd Engineering Co., Ltd. of China Railway 16th Construction Bureau Ltd.

Patentee before: China Railway 16th Bureau Group Beijing Engineering Co., Ltd.

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

Granted publication date: 20110622

Termination date: 20161124

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