CN101973070A - Die for manufacturing prestress hollow square pile by vibration forming method - Google Patents
Die for manufacturing prestress hollow square pile by vibration forming method Download PDFInfo
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- CN101973070A CN101973070A CN 201010282379 CN201010282379A CN101973070A CN 101973070 A CN101973070 A CN 101973070A CN 201010282379 CN201010282379 CN 201010282379 CN 201010282379 A CN201010282379 A CN 201010282379A CN 101973070 A CN101973070 A CN 101973070A
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Abstract
The invention relates to a die for manufacturing a prestress hollow square pile by a vibration forming method, and relates to the technical field of the production of vibration forming hollow square piles. In the die, a bottom plate and two lateral plates are welded fixedly to form a main body with U-shaped cross section; ribbed slabs which are perpendicular to the plane of the bottom plate are welded on the outer side of the bottom plate uniformly, and the ribbed slabs which are perpendicular to the planes of the lateral plates are also welded on the outer sides of the two lateral plates uniformly; a U-shaped end plate is welded at one end of the main body, and a rectangular support plate is welded at the other end of the main body; and a through hole is formed in the center of the rectangular support plate. The manufacturing cost of the die is half that of the conventional die, the number of operators can be halved, parts are hardly damaged in the production process, the die is hardly worn in the using process, and the problem of product quality such as slurry leakage after joint closing is avoided. The die can shorten the forming and maintenance time, improve the production efficiency, the strength of concrete and the stability of the product quality, and reduce the investment cost and production cost greatly.
Description
Technical field
The present invention relates to industry and architectural engineering foundation basic construction technical fields, the particularly production technical field of vibrating forming hollow square pile such as civil buildings, highway, railway, harbour.
Background technology
Existing side's stake production method is to adopt centrifugal process, after making periphery good sealing performance mould earlier, in mould, pour into cement concrete, then the whole mould that has cement concrete is placed on the desk centrifuge, by centrifugal, make cement concrete be evenly distributed on interior all sidewalls of mould.This production method must consume a large amount of energy.Adopt the stake of centrifugal process producer, need to adopt following method to make mould:
1, mould is that upper and lower two halves are formed;
2, be with the running wheel that rotates at a high speed on the centrifuge outward;
3, two halves connect with the matched moulds screw;
4, base plate is thick 10 millimeters;
5, mold halves seals with tongue and groove.
This producer pile die manufacturing cost height, the workman operator is many, and consumable accessory in the production process (as matched moulds screw, sealing strip) is more, rotates at a high speed because running wheel need be set, so use serious wear, is prone to product quality problems such as joint close spillage, cavity.
Summary of the invention
The present invention seeks to design the mould that a kind of shock adaptive is produced hollow square pile, the convenient vibrating forming manufactured pre-stress hollow square pile of producing.
The present invention includes a base plate, two side plates, described base plate and two side plate welding are fixed and are formed the main body that the cross section is the U font, evenly weld the gusset vertical at described plate outer side with base plate plane, the gusset vertical with the side plate plane also evenly welded in the outside at described two side plates respectively, at the end welding U of described main body font end plate, the other end in described main body welds the rectangle gripper shoe, and offers a through hole at the center of described rectangle gripper shoe.
Manufacturing cost of the present invention is original half, and the operation number can reduce by half, and does not almost have consumable accessory in the production process, and the product quality problem of joint close spillage can not appear in almost not wearing and tearing in the use.Can shorten moulding and curing time (curing time shortens to 3 days by 28 days of natural curing and can dispatch from the factory), enhance productivity, improve concrete strength and constant product quality, reduce cost of investment and production cost greatly.
In order to improve whole bonding strength of the present invention, the present invention also welds opening angle bar outwardly respectively in the upper/lower terminal outside of described two side plates.
Description of drawings
Fig. 1 is a side view of the present invention.
Fig. 2 be among Fig. 1 A-A to sectional drawing.
Fig. 3 is the structural representation of U font end plate.
Fig. 4 is the structural representation of rectangle gripper shoe.
The specific embodiment
Shown in Fig. 1,2,3,4, the present invention includes a base plate 1, two side plates 2,3, two lower ends of base plate 1 form the main body that the cross section is the U font with 2,3 welding of two side plates are fixing respectively.
Evenly weld five gussets 4 vertical with base plate plane in base plate 1 outside, four gussets 5 vertical with side plate 2 planes are evenly welded in the outside at side plate 2, four gussets 6 vertical with side plate 3 planes are evenly welded in the outside at side plate 3, weld opening angle bar 7,8,9,10 outwardly respectively in the upper/lower terminal portion outside of two side plates 2,3.
The one end welding U font end plate 11 of main body, the other end of main body welds rectangle gripper shoe 12, and offers a through hole 12 at the center of rectangle gripper shoe 12.
The difference of the present invention and original mould is:
1, original four limits consist of main body, and the present invention only has three limits to form, and stake is directly come out from mold hoisting, need not to connect (former in the every production one popped rice cost monobasic of mold closing screw) with mold closing screw;
2, the periphery does not have running wheel, 8 millimeters of gusset thickness, and former is 12 millimeters and 20 millimeters;
3, base plate is thick 6 millimeters; Former is 10 millimeters
4, without the tongue and groove sealing, impossible running pulp in the production process, product quality improves greatly.
Claims (2)
1. the mould of vibrating forming manufactured pre-stress hollow square pile, it is characterized in that comprising a base plate, two side plates, described base plate and two side plate welding are fixed and are formed the main body that the cross section is the U font, evenly weld the gusset vertical at described plate outer side with base plate plane, the gusset vertical with the side plate plane also evenly welded in the outside at described two side plates respectively, at the end welding U of described main body font end plate, the other end in described main body welds the rectangle gripper shoe, and offers a through hole at the center of described rectangle gripper shoe.
2. according to the mould of the described vibrating forming manufactured of claim 1 pre-stress hollow square pile, it is characterized in that welding opening angle bar outwardly respectively in the upper/lower terminal outside of described two side plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010282379 CN101973070A (en) | 2010-09-09 | 2010-09-09 | Die for manufacturing prestress hollow square pile by vibration forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010282379 CN101973070A (en) | 2010-09-09 | 2010-09-09 | Die for manufacturing prestress hollow square pile by vibration forming method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101973070A true CN101973070A (en) | 2011-02-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010282379 Pending CN101973070A (en) | 2010-09-09 | 2010-09-09 | Die for manufacturing prestress hollow square pile by vibration forming method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101973070A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102343626A (en) * | 2011-09-15 | 2012-02-08 | 江苏固丰管桩集团有限公司 | Concrete square pile die |
| CN103878869A (en) * | 2014-04-16 | 2014-06-25 | 江苏固丰管桩集团有限公司 | Prefabricated concrete square pile mold facilitating mold releasing |
| CN110181681A (en) * | 2019-07-01 | 2019-08-30 | 刁嫣娆 | Cement pole external mold with square frame |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2034516U (en) * | 1988-04-23 | 1989-03-22 | 杨德顺 | Producing equipment of concrete waterpipe |
| JPH0957735A (en) * | 1995-08-29 | 1997-03-04 | Nisshoku Corp | Form for producing catch basin and production thereof |
| JPH10100123A (en) * | 1996-10-01 | 1998-04-21 | Koken Sangyo Kk | Molding form of pipeline made of precast concrete |
| CN201044968Y (en) * | 2007-05-11 | 2008-04-09 | 上海中技桩业发展有限公司 | Hollow concrete square pile vibration forming die |
| CN101560769A (en) * | 2009-05-15 | 2009-10-21 | 凌德祥 | Prestressed spun concrete square piles and mould thereof |
| CN101607415A (en) * | 2009-07-18 | 2009-12-23 | 高广财 | Automatic demoulding system of precast square pile one-piece steel mould |
| CN201645621U (en) * | 2009-09-25 | 2010-11-24 | 李劼 | Prestressed concrete polygon solid or hollow pile molding stretching die |
| CN201833472U (en) * | 2010-09-09 | 2011-05-18 | 王世敏 | Die for making prestressed hollow square pile by method of vibration forming |
-
2010
- 2010-09-09 CN CN 201010282379 patent/CN101973070A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2034516U (en) * | 1988-04-23 | 1989-03-22 | 杨德顺 | Producing equipment of concrete waterpipe |
| JPH0957735A (en) * | 1995-08-29 | 1997-03-04 | Nisshoku Corp | Form for producing catch basin and production thereof |
| JPH10100123A (en) * | 1996-10-01 | 1998-04-21 | Koken Sangyo Kk | Molding form of pipeline made of precast concrete |
| CN201044968Y (en) * | 2007-05-11 | 2008-04-09 | 上海中技桩业发展有限公司 | Hollow concrete square pile vibration forming die |
| CN101560769A (en) * | 2009-05-15 | 2009-10-21 | 凌德祥 | Prestressed spun concrete square piles and mould thereof |
| CN101607415A (en) * | 2009-07-18 | 2009-12-23 | 高广财 | Automatic demoulding system of precast square pile one-piece steel mould |
| CN201645621U (en) * | 2009-09-25 | 2010-11-24 | 李劼 | Prestressed concrete polygon solid or hollow pile molding stretching die |
| CN201833472U (en) * | 2010-09-09 | 2011-05-18 | 王世敏 | Die for making prestressed hollow square pile by method of vibration forming |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102343626A (en) * | 2011-09-15 | 2012-02-08 | 江苏固丰管桩集团有限公司 | Concrete square pile die |
| CN103878869A (en) * | 2014-04-16 | 2014-06-25 | 江苏固丰管桩集团有限公司 | Prefabricated concrete square pile mold facilitating mold releasing |
| CN103878869B (en) * | 2014-04-16 | 2016-02-03 | 朱月琴 | The precast concrete square pile mould of the easy demoulding |
| CN110181681A (en) * | 2019-07-01 | 2019-08-30 | 刁嫣娆 | Cement pole external mold with square frame |
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Open date: 20110216 |