CN201073799Y - Steel bench for making concrete board - Google Patents

Steel bench for making concrete board Download PDF

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Publication number
CN201073799Y
CN201073799Y CNU2007200255788U CN200720025578U CN201073799Y CN 201073799 Y CN201073799 Y CN 201073799Y CN U2007200255788 U CNU2007200255788 U CN U2007200255788U CN 200720025578 U CN200720025578 U CN 200720025578U CN 201073799 Y CN201073799 Y CN 201073799Y
Authority
CN
China
Prior art keywords
steel
platform
oil
concrete plate
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 - Lifetime
Application number
CNU2007200255788U
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Chinese (zh)
Inventor
闫丕春
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 Shenke Insulation Board Wall Development Co Ltd
Original Assignee
Shandong Shenke Insulation Board Wall Development 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 Shenke Insulation Board Wall Development Co Ltd filed Critical Shandong Shenke Insulation Board Wall Development Co Ltd
Priority to CNU2007200255788U priority Critical patent/CN201073799Y/en
Application granted granted Critical
Publication of CN201073799Y publication Critical patent/CN201073799Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a steel platform for making the concrete slab, which comprises a support 2. The utility model is characterized in that the inside of the lower end of the support 2 is movably connected with an oil jack 3, the lower end of the oil jack 3 is connected with an oil pump 1 through an oil pipe 9, the upper end of the oil jack 3 is connected with a steel bar stretching side mould 6 through an axle 4, the lower end of the steel bar stretching side mould 6 is movably connected with a steel structure platform 5, two sides of the long surface of the lower end of the steel structure platform 5 are respectively connected with at least three springs 7, at least two groups of vibrators 8 are connected inside the springs according to a certain distance, and the quantity of each group is one, therefore, the utility model has the advantages that the structure is reasonable, the labor intensity is low, the automation is high, the time and the labor are saved, and thus the utility model is particularly suitable for making the hollow double sided board and the concrete slab.

Description

Make the steel platform of concrete plate
Technical field:
The utility model relates to a kind of steel shock platforms, particularly a kind ofly can make dual platen, concrete plate to concrete, and can form the large-scale convertible steel platform of hollow.
Background technology:
At present, the existing building trade of China is made the concrete plate and is mostly adopted manual manufacture on the cement flooring, and all is solid concrete plate, and labour intensity is big, the time-consuming material that takes; To making the concrete plate of two-sided and hollow, above method is difficult to realize especially; Now, domestic also do not have a kind of mechanical energy to produce two-sided hollow concrete plate.
Summary of the invention:
Task of the present utility model be exactly to provide a kind of rational in infrastructure, labour intensity is low, automaticity is high, the steel platform of the making concrete plate of time and labour saving.
The purpose of this utility model is achieved in that a kind of steel platform of making the concrete plate, form by support 2, the internal activity that it is characterized in that described support 2 lower ends connects oil top 3, the lower end on oil top 3 connects oil pump 1 by oil pipe 9, its upper end is by axle 4 connecting reinforcement stretch-draw limit moulds 6, mould 6 lower ends, reinforced bar stretching limit flexibly connect steel structure platform 5, each connects at least 3 springs 7 both sides of the long face of the lower end of steel structure platform 5, and certain distance connection at least 2 groups, at least 1 every group electromagnetic shaker 8 press by portion within it.
An optimum implementation of the present utility model is: electromagnetic shaker 8 adopts attached type vibrator, and electromagnetic shaker 8 useable electric moter power transmission shaft eccentric wheels replace.
The utility model compared with prior art has the following advantages:
Owing to also do not make the special equipment of concrete plate now, this utility model adopts the internal activity of support 2 lower ends to connect oil top 3, and the lower end on oil top 3 connects oil pump 1 by oil pipe 9, and its upper end is by axle 4 connecting reinforcement stretch-draw limit moulds 6, mould 6 lower ends, reinforced bar stretching limit flexibly connect steel structure platform 5, the lower end of steel structure platform 5 connects spring 7, and portion connects electromagnetic shaker 8 at least within it, thereby, reach automaticity, rational in infrastructure, labour intensity is low, saving of work and time.
Description of drawings:
Figure: be the utility model concrete structure schematic diagram
1, oil pump 2, support 3, oil top 4, axle 5, steel structure platform
6, reinforced bar stretching limit mould 7, spring 8, electromagnetic shaker 9, oil pipe
The specific embodiment:
To produce 3.3 meters * 6 meters concrete plates is example:
Support 2 adopts channel-section steel to make, be rectangular build, totally two, internal activity in its lower end connects oil top 3,3 lower ends, oil top connect oil pipe 9, oil pipe 9 is connected with oil pump 1, each connecting axle 4 of upper end on oil top 3, connect reinforced bar stretching limit mould 6 between the axle 4, reinforced bar stretching limit mould 6 is processed by extraordinary shaped steel, is the rectangle of upper and lower opening or boring, flexibly connects steel structure platform 5 in its lower end, the both sides of the long face in steel structure platform 5 lower ends respectively connect 5 springs 7 by certain distance, portion connects three groups by certain distance within it, every group of 2 electromagnetic shakers 8, the top flexible connection of electromagnetic shaker 8 upper ends and steel structure platform 5, electromagnetic shaker 8 adopts attached type vibrator, and electromagnetic shaker 8 is gone back useable electric moter power transmission shaft eccentric wheel and replaced.
During use, reinforced bar stretching limit mould 6 is put on the steel structure platform 5 by oil top 3, in reinforced bar stretching limit mould 6, the reinforced mesh skeleton is arranged, press metering proportion weight and in reinforced bar stretching limit mould 6, inject concrete material, opening electromagnetic shaker 8 shakes, the vibrations time is generally 25-40 about second, stop vibrations after, treat that concrete strength reaches c15 when above, starting oil pump 1 rises reinforced bar stretching limit mould 6 and concrete plate by oil top 3, after reinforced bar stretching limit mould 6 and concrete plate are carried out 180 degree upsets, on steel structure platform 5, press metering proportion weight injection concrete material again, again reinforced bar stretching limit mould 6 is dropped on the steel structure platform 5, at last, start electromagnetic shaker 8 again and shake, the vibrations time is generally 25-40 about second, after stopping to shake, treat that concrete strength reaches c15 when above, just can roll off the production line, make double-deck concrete plate, and form hollow.

Claims (3)

1. steel platform of making the concrete plate, form by support (2), the internal activity that it is characterized in that described support (2) lower end connects oil top (3), the lower end on oil top (3) connects oil pump (1) by oil pipe (9), its upper end is by axle (4) connecting reinforcement stretch-draw limit mould (6), reinforced bar stretching limit mould (6) lower end flexibly connects steel structure platform (5), each connects at least 3 springs (7) both sides of the long face of the lower end of steel structure platform (5), and certain distance connection at least 1 group, at least 1 every group electromagnetic shaker (8) press by portion within it.
2. the steel platform of making concrete plate according to claim 1 is characterized in that described electromagnetic shaker (8) adopts attached type vibrator.
3. the steel platform of making concrete plate according to claim 1 is characterized in that described electromagnetic shaker (8) useable electric moter power transmission shaft eccentric wheel replaces.
CNU2007200255788U 2007-07-30 2007-07-30 Steel bench for making concrete board Expired - Lifetime CN201073799Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200255788U CN201073799Y (en) 2007-07-30 2007-07-30 Steel bench for making concrete board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200255788U CN201073799Y (en) 2007-07-30 2007-07-30 Steel bench for making concrete board

Publications (1)

Publication Number Publication Date
CN201073799Y true CN201073799Y (en) 2008-06-18

Family

ID=39519061

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200255788U Expired - Lifetime CN201073799Y (en) 2007-07-30 2007-07-30 Steel bench for making concrete board

Country Status (1)

Country Link
CN (1) CN201073799Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277962A (en) * 2011-04-30 2011-12-14 张先汉 Method for casting concrete sample placement platform by utilizing cast steel sample placement platform

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277962A (en) * 2011-04-30 2011-12-14 张先汉 Method for casting concrete sample placement platform by utilizing cast steel sample placement platform
CN102277962B (en) * 2011-04-30 2013-04-10 张先汉 Method for casting concrete sample placement platform by utilizing cast steel sample placement platform

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20080618