CN204311753U - Column type shuttering fastening member - Google Patents
Column type shuttering fastening member Download PDFInfo
- Publication number
- CN204311753U CN204311753U CN201420769488.XU CN201420769488U CN204311753U CN 204311753 U CN204311753 U CN 204311753U CN 201420769488 U CN201420769488 U CN 201420769488U CN 204311753 U CN204311753 U CN 204311753U
- Authority
- CN
- China
- Prior art keywords
- column type
- split bolt
- shaped
- girth member
- template
- 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 column shuttering fastening member, comprise and be placed in column type template (4) split bolt (1) of four sides and the split bolt (1) through column type template (4) outward, the two ends of each split bolt (1) are provided with 3 type cards (2), be provided with the U-shaped girth member (3) adopting diameter 22-28mm screw-thread steel to prepare between the described 3 type cards (2) being positioned at the same side of two split bolts (1) of same level, the length of described U-shaped girth member (3) is 1m, width is 100mm; The lumps of wood (5) is lined with between described U-shaped girth member (3) and column type template (4).The utility model is reasonable in design, structure is simple, and in formwork reinforcement work progress, U-shaped shuttering fastening member is easy to use relative to steel pipe, and reusable edible rate is high, waste utilization of gathering materials on the spot, economizes on resources.
Description
Technical field
The utility model relates to steel concrete small bore post, shear wall with short piers and shear wall end head formwork fastened tools, is specially a kind of girth member of Columns template.
Background technology
The existing component template of building trade is reinforced and is adopted steel pipe more, steel pipe has significant limitation in engineering construction, 1, steel pipe length is dumb, especially in the use of small bore post (constructional column), shear wall with short piers and shear wall termination, very large restriction is had, often need pipe cutting, cause very large waste.2, steel pipe uses inconvenient, is not easy to gather materials on the spot.Reinforce shear wall with short piers, owing to there is no to be applicable to shorter steel pipe, and often have to use longer steel pipe, install and remove inconvenient, and cause the waste of resource.
Summary of the invention
The utility model is more complicated in order to solve the operation that steel pipe is reinforced in construction, loses time; Steel pipe length limited system, uses inconvenience, causes the problems such as the wasting of resources, provides a kind of column type shuttering fastening member, is applicable to the component that reinforced concrete floor engineering sectional dimension is less than 600mm, and the shear wall with short piers such as shear wall end, turning.
The utility model adopts following technical scheme to realize:
A kind of column type shuttering fastening member, comprise and be placed in the split bolt of outer four sides of column type template and the split bolt through column type template, the two ends of each split bolt are provided with 3 type cards, be provided with the U-shaped girth member adopting diameter 22-28mm screw-thread steel to prepare between 3 type cards of the same side of described two split bolts in same level, the length of described U-shaped girth member is 1m, width is 100mm; The lumps of wood is lined with between described U-shaped girth member and column type template.
Split bolt (Screw arbor with nut at both-ends), for the drawknot between the template of wall form medial and lateral, bears concrete lateral pressure and other loads, guarantees that the spacing of interior outboard template can meet design requirement, and is also the fulcrum of template and braced structures thereof simultaneously.
During use, after building column type template, the side erection split bolt of its template, or through template erection split bolt, then at the two ends of split bolt, 3 type cards are installed, between 3 type cards of the same side of two split bolts of same level, U-shaped girth member are installed, between U-shaped girth member and column type template, are lined with the lumps of wood, by the effect of split bolt, by dies plate tap together.Repeatedly repeatedly make in conjunction with job site, test the final reinforcing bar clout that adopts and be processed into U-shaped girth member, small bore frame column, constructional column, shear wall with short piers are reinforced, determines that the construction usage of U-shaped shuttering fastening member has practical significance.
Compared with prior art, beneficial effect is as follows:
1, simple to operate, save time and labour.
2, convenient during form removal, the nut that only need unclamp Screw arbor with nut at both-ends is just dismountable.
3, U-shaped shuttering fastening member only need be reinforced at Member Lip and use, and decreases the broken ring to construction, for next process saves the time.
4, gather materials on the spot, utilize reinforcing bar clout, economize on resources.
The utility model is reasonable in design, structure is simple, and in formwork reinforcement work progress, U-shaped shuttering fastening member is easy to use relative to steel pipe, and reusable edible rate is high, waste utilization of gathering materials on the spot, economizes on resources.
Accompanying drawing explanation
Schematic diagram when Fig. 1 represents that this girth member uses.
In figure, 1-split bolt, 2-3 type card, 3-U type girth member, 4-template, the 5-lumps of wood.
Detailed description of the invention
Below specific embodiment of the utility model is described in detail.
A kind of column type shuttering fastening member, as shown in Figure 1, comprise and be placed in the split bolt 1 of outer four sides of column type template 4 and the split bolt 1 through column type template 4, the two ends of each split bolt 1 are provided with 3 type cards 2, the U-shaped girth member 3 adopting diameter 22-28mm screw-thread steel clout to prepare is installed between 3 type cards 2 of the same side of described two split bolts 1 in same level, cost-saving, make full use of scrap feed material, avoid waste, two or three split bolts 1 and two U-shaped girth members 3 form a circle reinforcing ring, dies plate tap is become column type by several reinforcing rings built so from top to bottom.
Because this girth member is applicable to the component that reinforced concrete floor engineering sectional dimension is less than 600mm, and the shear wall with short piers such as shear wall end, turning, the length of described U-shaped girth member 3 is 1m, width is 100mm.
Be lined with the lumps of wood 5 between described U-shaped girth member 3 and column type template 4, the effect of the lumps of wood compresses template to be further built into column type.
Claims (1)
1. a column type shuttering fastening member, it is characterized in that: comprise and be placed in column type template (4) split bolt (1) of four sides and the split bolt (1) through column type template (4) outward, the two ends of each split bolt (1) are provided with 3 type cards (2), be provided with the U-shaped girth member (3) adopting diameter 22-28mm screw-thread steel to prepare between the described 3 type cards (2) being positioned at the same side of two split bolts (1) of same level, the length of described U-shaped girth member (3) is 1m, width is 100mm; The lumps of wood (5) is lined with between described U-shaped girth member (3) and column type template (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420769488.XU CN204311753U (en) | 2014-12-10 | 2014-12-10 | Column type shuttering fastening member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420769488.XU CN204311753U (en) | 2014-12-10 | 2014-12-10 | Column type shuttering fastening member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311753U true CN204311753U (en) | 2015-05-06 |
Family
ID=53134075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420769488.XU Expired - Fee Related CN204311753U (en) | 2014-12-10 | 2014-12-10 | Column type shuttering fastening member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204311753U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502261A (en) * | 2020-03-24 | 2020-08-07 | 中国化学工程第三建设有限公司 | Steel bar lock catch for external corner template of shear wall corner column and method |
-
2014
- 2014-12-10 CN CN201420769488.XU patent/CN204311753U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502261A (en) * | 2020-03-24 | 2020-08-07 | 中国化学工程第三建设有限公司 | Steel bar lock catch for external corner template of shear wall corner column and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150506 Termination date: 20161210 |