CN2161664Y - Two special-purpose auxiliary steel shuttering of combined steel shuttering - Google Patents
Two special-purpose auxiliary steel shuttering of combined steel shuttering Download PDFInfo
- Publication number
- CN2161664Y CN2161664Y CN 93211851 CN93211851U CN2161664Y CN 2161664 Y CN2161664 Y CN 2161664Y CN 93211851 CN93211851 CN 93211851 CN 93211851 U CN93211851 U CN 93211851U CN 2161664 Y CN2161664 Y CN 2161664Y
- Authority
- CN
- China
- Prior art keywords
- shuttering
- special
- template
- steel shuttering
- combined steel
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to two special-purpose auxiliary steel shuttering of combined steel shuttering, wherein, one is internal corner shuttering with a shell cover, and the other is inlaying shuttering with a plurality of folded sections. Presently, the combined steel shuttering used in cast-in-place concrete structure of building industry in China is executed according to the national standard GB214-89. The utility model can be used by matching the existing combined steel shuttering, which has the advantages of labor saving, wood saving and easy use.
Description
The utility model relates to building operations, is industry and the auxiliary steel form of two kinds of special uses of the used combined steel formwork of the cast-in-place concrete structure in the civil building construction.
At present, the combined steel formwork that uses in China's building operations is all carried out by the Technical code of composite steelform of State Standard of the People's Republic of China GBJ214-89 defined.But in implementation process, still have weak point, it shows when combined steel formwork with these regulations makes up by the template construction drawing, the cavity occurs and breach occurs at the steel form place of interconnecting of beam at the place, armpit angle that beam is connected with post, these cavities and breach still will tamp with timber just can carry out the cast-in-situ concrete construction.
The purpose of this utility model is to provide two kinds of special uses to assist steel form, cooperates existing combined steel formwork to use, and aforesaid cavity or breach do not occur after making steel form by construction drawing requirement combination, so that further save artificial and timber.
The purpose of this utility model is to realize like this, two kinds of auxiliary steel forms of special use are for being with the internal corner formwork and the more piece folding embedding complementary modulus plate of end socket, two kinds of auxiliary steel forms of special use constitute by template and rib, rib is provided with for the interconnective hole clipping of steel form, the top of the internal corner formwork of band end socket is provided with square end socket template, more piece folding embedding complementary modulus plate is made up of the above same template of three joints, is provided with hinge between these same template.During use,, just can eliminate the cavity as long as will be arranged on the internal corner formwork that the internal corner formwork at the place, armpit angle of Liang Yuzhu connection changes band end socket of the present utility model into originally; Can be with more piece folding embedding complementary modulus plate polishing of the present utility model in the interconnective indentation, there of the steel form of beam.
Characteristics of the present utility model are: cooperate existing combined steel formwork to use, can further save manpower and timber, and easy to use.
Below in conjunction with accompanying drawing the utility model is further described:
Accompanying drawing is a structural representation of the present utility model, and Fig. 1 is the internal corner formwork of band end socket, and Fig. 2 is a more piece folding embedding complementary modulus plate.Among the figure: 1-template 2-rib 3-hole clipping 4-end socket template 5-hinge embodiment: referring to accompanying drawing, steel form is assisted in two kinds of special uses of present embodiment, the GBJ214-89 national standard is all continued to use in rib on its material specification and the steel template structure, the position in hole, so as with the combined steel formwork adapted of this standard code.Regular size of the present utility model is as follows:
The appearance and size of the internal corner formwork of band end socket is unit with the millimeter, and its (wide * height) has 150 * 150,125 * 150,125 * 75 3 kinds, and length has 300,450,600 3 classes.
The appearance and size of more piece folding embedding complementary modulus plate is unit with the millimeter, and (long * wide) of every joint template has 150 * 75,150 * 125 two kinds, and three joints, four joints, five joints, three classes are arranged, and promptly length overall has 450,600,750 3 classes.
Claims (1)
- The auxiliary steel form of two kinds of special uses of combined steel formwork is the internal corner formwork and the more piece folding embedding complementary modulus plate of band end socket, two kinds of auxiliary steel forms of special use constitute by template 1 and rib 2, and rib is provided with the hole clipping 3 that is coupled to each other for steel form and it is characterized in that: the top of the internal corner formwork of band end socket is provided with square end socket template 4; More piece folding embedding complementary modulus plate is made up of the above same template of three joints, is provided with hinge 5 between the template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93211851 CN2161664Y (en) | 1993-04-29 | 1993-04-29 | Two special-purpose auxiliary steel shuttering of combined steel shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93211851 CN2161664Y (en) | 1993-04-29 | 1993-04-29 | Two special-purpose auxiliary steel shuttering of combined steel shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2161664Y true CN2161664Y (en) | 1994-04-13 |
Family
ID=33793335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93211851 Expired - Fee Related CN2161664Y (en) | 1993-04-29 | 1993-04-29 | Two special-purpose auxiliary steel shuttering of combined steel shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2161664Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100447363C (en) * | 2003-11-13 | 2008-12-31 | 古斯塔沃·塞拉诺罗德里格斯 | Metal formwork with accessories for moulding concrete |
| CN102071800A (en) * | 2010-09-06 | 2011-05-25 | 无锡圣泰建筑模板有限公司 | Concave line template |
| CN102071799A (en) * | 2010-09-06 | 2011-05-25 | 无锡圣泰建筑模板有限公司 | Internal corner template |
| CN105672650A (en) * | 2016-01-30 | 2016-06-15 | 晟通科技集团有限公司 | Wall corner template |
-
1993
- 1993-04-29 CN CN 93211851 patent/CN2161664Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100447363C (en) * | 2003-11-13 | 2008-12-31 | 古斯塔沃·塞拉诺罗德里格斯 | Metal formwork with accessories for moulding concrete |
| CN102071800A (en) * | 2010-09-06 | 2011-05-25 | 无锡圣泰建筑模板有限公司 | Concave line template |
| CN102071799A (en) * | 2010-09-06 | 2011-05-25 | 无锡圣泰建筑模板有限公司 | Internal corner template |
| CN105672650A (en) * | 2016-01-30 | 2016-06-15 | 晟通科技集团有限公司 | Wall corner template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |