CN2030225U - Prefabricated mould jacket for pouring concrete post - Google Patents
Prefabricated mould jacket for pouring concrete post Download PDFInfo
- Publication number
- CN2030225U CN2030225U CN 88204868 CN88204868U CN2030225U CN 2030225 U CN2030225 U CN 2030225U CN 88204868 CN88204868 CN 88204868 CN 88204868 U CN88204868 U CN 88204868U CN 2030225 U CN2030225 U CN 2030225U
- Authority
- CN
- China
- Prior art keywords
- mould
- concrete post
- group
- suit
- prefabricated
- 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.)
- Withdrawn
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a prefabricated mould for pouring a concrete post, which is mutually combined by a concave joint, a convex joint, the internal lap and the external lap of the upper edge and the lower edge on the relevant position of the part A and the part B. The prefabricated mould for pouring the concrete post which is easy to be arranged needs not a wood mould, a steel mould, an iron nail, an iron wire, or a clamping apparatus; the prefabricated mould for pouring the concrete post which needs not to detach the mould can save the labors and materials. The utility model has the advantages of time saving and low cost.
Description
The utility model relates to the fixed mould in the building operations, particularly the prefabricated suit mould of fluid concrete post (being called for short the suit mould).
During known fluid concrete post, use wooden form or steel form to make the fixed mould of concrete column usually, in installation process, necessary with a large amount of timber (or steel plate), iron nail, iron wire or anchor clamps, and be difficult for the cost height is installed, after pour mass is fixing, the time-consuming dismounting mould of worker employed in a plant nursery.
The purpose of this utility model has overcome above-mentioned deficiency, and a kind of suit mould is provided, and can save a large amount of wooden models or punching block, does not need with iron nail, iron wire or the anchor clamps die body that fixes, and the joint worker saves time, and cost is low.
The description of the utility model being implemented below in conjunction with accompanying drawing:
Fig. 1 is the schematic diagram of the utility model first group, the combination of second group two parts;
Fig. 2 is the first group schematic diagram of Fig. 1, takes mouth in (1) upper limb among the figure, (3) sidewall, (5) recess and (6) protuberance;
Fig. 3 is the second group schematic diagram of Fig. 1, and (2) lower edge among the figure is taken mouth outward, (4) sidewall, and (5 ') upper recess and (6 ') are protuberance down.
Its enforcement is represented as Fig. 1: the suit mould is combined by first group and second group two parts respectively;
Fig. 2 and Fig. 3 represent: the sidewall (3) of suit mould first group is provided with recess (5) and protuberance (6), the sidewall of second group (4) is provided with upper recess (5 ') and following protuberance (6 '), after the combination, the recess of first group (5) matches with the following protuberance (6 ') of second group, and the protuberance of first group (6) matches with the upper recess (5 ') of second group; During the mould suit, take the lower edge of mouthful (1) and second group in the upper limb of first group and take the effect that mouthful (2) company of playing connects down outward.
The used material of this suit mould is a cement mortar, label can calculate the pressure that mould should be able to bear by when design to be increased or reduces, can also can design various ways by the height of designing requirement suit layer by layer according to the shape of fluid concrete post; Behind this suit die casting concrete, will forever use, do not need form removal with the cylinder of cast.
Claims (3)
1, the prefabricated suit mould of fluid concrete post is characterized in that the suit mould is combined by first group and second group two parts, and is described
1) take mouthful (1) in the upper limb of first group is provided with, sidewall (3) is provided with recess (5) and protuberance (6);
2) lower edge of second group is provided with outer take mouthful (2), and sidewall (4) is provided with upper recess (5 ') and following protuberance (6 ').
2, suit mould according to claim 1 is characterized in that and can design various ways by the shape of fluid concrete post, and the height of designing requirement suit layer by layer.
3, according to claim 1,2 described suit moulds, it is characterized in that used material is a cement mortar, label can be decided by design.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 88204868 CN2030225U (en) | 1988-04-23 | 1988-04-23 | Prefabricated mould jacket for pouring concrete post |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 88204868 CN2030225U (en) | 1988-04-23 | 1988-04-23 | Prefabricated mould jacket for pouring concrete post |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2030225U true CN2030225U (en) | 1989-01-04 |
Family
ID=4839385
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 88204868 Withdrawn CN2030225U (en) | 1988-04-23 | 1988-04-23 | Prefabricated mould jacket for pouring concrete post |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2030225U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102777027A (en) * | 2012-08-17 | 2012-11-14 | 浙江大学 | Interlocking dismountable anti-cracking anti-seepage permanent beam template |
CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
WO2022155759A1 (en) * | 2021-01-20 | 2022-07-28 | 洪崇展 | Formwork member and formwork combination |
-
1988
- 1988-04-23 CN CN 88204868 patent/CN2030225U/en not_active Withdrawn
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102777027A (en) * | 2012-08-17 | 2012-11-14 | 浙江大学 | Interlocking dismountable anti-cracking anti-seepage permanent beam template |
CN102777027B (en) * | 2012-08-17 | 2015-10-21 | 浙江大学 | A kind of mutual buckle type can assembled anti-cracking and seepage control permanent beam template |
CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
CN106121269B (en) * | 2016-08-23 | 2018-08-14 | 绍兴文理学院 | A kind of construction method for reinforcing the Split form of square section pile |
CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
WO2022155759A1 (en) * | 2021-01-20 | 2022-07-28 | 洪崇展 | Formwork member and formwork combination |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |