CN208168349U - A kind of profile steel concrete column template reinforcing device - Google Patents
A kind of profile steel concrete column template reinforcing device Download PDFInfo
- Publication number
- CN208168349U CN208168349U CN201820252665.5U CN201820252665U CN208168349U CN 208168349 U CN208168349 U CN 208168349U CN 201820252665 U CN201820252665 U CN 201820252665U CN 208168349 U CN208168349 U CN 208168349U
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- column template
- vertical bar
- cross bar
- profile steel
- reinforcing device
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Abstract
The utility model relates to field of civil engineering more particularly to a kind of profile steel concrete column template reinforcing devices, the difference is that comprising：The lateral tie for enclosing the vertical bar set on column template outer surface vertically, being sheathed on vertical bar periphery；The vertical bar includes that two difference are set to the flitch of column template outer surface same plane left and right ends and at least one is set to steel pipe among flitch vertically vertically；The lateral tie includes being set side by side and laterally enclosing the cross bar on the outside of vertical bar up and down, and the connector for the cross bar that connection is set side by side up and down carries out to the Screw arbor with nut at both-ends for drawing connection opposite face cross bar by connector；Wherein, the horizontal width of the cross bar is greater than the horizontal width of column template and cross bar both ends are the extension relative to column template, the connector is arranged in the extension at cross bar both ends vertically, and the Screw arbor with nut at both-ends passes through opposite face connector and connect drawing to opposite face cross bar.The utility model loss is small, does not influence Structural Engineering impression quality.
Description
Technical field
The utility model relates to field of civil engineering more particularly to a kind of profile steel concrete column template reinforcing devices.
Background technique
For a long time, in building construction process, framed column template installing engineering generallys use the outer anchor ear cooperation pair of steel pipe
The method for drawing screw rod punching to reinforce, frame column biggish for sectional area, since lateral pressure is very big in concreting process,
The outer anchor ear dosage of steel pipe is very big, matched to install a large amount of Screw arbor with nut at both-ends and fastener, consumes a large amount of circulation materials and process is numerous
It is trivial；The reinforcement means makes template need to perforate, turnover when installing different cross section column may aperture and old hole needs to block again,
Affect construction speed；Meanwhile because the use of a large amount of Screw arbor with nut at both-ends to will cause concrete surface hole eye more, need later period demoulding
It is repaired, influences Structural Engineering impression quality；When reinforcing profile steel concrete column, the aperture on steel column need to be shifted to an earlier date, influenced
The quality of steel column；
In consideration of it, to overcome disadvantages described above, providing a kind of profile steel concrete column template reinforcing device becomes this field urgently
It solves the problems, such as.
Summary of the invention
The shortcomings that the purpose of the utility model is to overcome the prior arts provides a kind of profile steel concrete column formwork reinforcement dress
It sets, loss is small, does not influence Structural Engineering impression quality.
In order to solve the above technical problems, the technical solution of the utility model is：A kind of profile steel concrete column formwork reinforcement dress
It sets, the difference is that comprising：Enclose that the vertical bar set on column template outer surface, to be sheathed on vertical bar periphery tight by vertical bar vertically
It is fixed in the lateral tie of column template；
The lateral tie includes being set side by side and laterally enclosing the cross bar on the outside of vertical bar up and down, what connection was set side by side up and down
The connector of cross bar carries out to the Screw arbor with nut at both-ends for drawing connection opposite face cross bar by connector；Wherein, the level of the cross bar
Width is greater than the horizontal width of column template and cross bar both ends are the extension relative to column template, and the connector blocks vertically to be set
Extension in cross bar both ends, the middle part that the Screw arbor with nut at both-ends passes through opposite face connector carry out to the company of drawing opposite face cross bar
It connects.
By above scheme, the vertical bar includes that two difference are set to column template outer surface same plane left and right ends vertically
Flitch and at least one are set to the steel pipe among flitch vertically.
By above scheme, the steel pipe is set among flitch at equal intervals.
By above scheme, the lateral tie is that the spacing between multiple and two neighboring lateral tie is unequal in the vertical direction.
By above scheme, the spacing in the upper extent of vertical bar periphery between the two neighboring lateral tie is greater than in vertical bar periphery
Spacing in portion and lower ranges between the two neighboring lateral tie.
Spacing≤600mm by above scheme, in the upper extent of vertical bar periphery between the two neighboring lateral tie；Outside vertical bar
Enclose spacing≤500mm in middle part and lower ranges between the two neighboring lateral tie.
By above scheme, the top of the vertical bar is lower than the top of column template, and the tip height of vertical bar and column template is poor≤
100mm。
By above scheme, the size of the flitch is 50*50mm；The size of steel pipe is Φ 48*3.5.
By above scheme, the cross bar is 10# channel steel.
By above scheme it is found that the utility model utilizes Screw arbor with nut at both-ends to the stretching on opposite face cross bar relative to column template
Part carry out to draw connect, without carrying out aperture on steel column and column template, also there is no after the completion of reinforcing to old hole into
The step of row blocks, the utility model do not have hole after the completion of reinforcing profile steel concrete column, do not influence the perception of Structural Engineering
Quality；Channel steel loss for reinforcing is small, and the number of turnover is mostly, it can be achieved that the recycling of multiple projects.
Detailed description of the invention
Fig. 1 is the utility model embodiment overall structure diagram；
Fig. 2 is schematic cross-sectional view of the Fig. 1 along the face A-A；
Fig. 3 is the local B enlarged structure schematic diagram of Fig. 1；
Wherein：1- vertical bar（101- flitch, 102- steel pipe）, 2- lateral tie（201- cross bar, 202- Screw arbor with nut at both-ends, 203- connection
Part）, 3- column template.
Specific embodiment
The utility model is described in further detail below by specific embodiment combination attached drawing.
Fig. 1 and Fig. 2 are please referred to, the utility model is a kind of profile steel concrete column template reinforcing device comprising：It encloses vertically
Set on 3 outer surface of column template vertical bar 1, be sheathed on the lateral tie 2 that vertical bar 1 is anchored on column template 3 by the periphery of vertical bar 1；In column template 3
In the same plane of outer surface, the vertical bar 1 includes the flitch 101 that two difference are set to 3 outer surface left and right ends of column template vertically
The steel pipe 102 being set to vertically at least one among flitch 101；The lateral tie 2 includes being set side by side and laterally enclosing to be set to up and down
The cross bar 201 in 1 outside of vertical bar, the connector 203 for the cross bar 201 that connection is set side by side up and down, by connector 203 to opposite face
Cross bar 201 is carried out to the Screw arbor with nut at both-ends 202 for drawing connection；Wherein, the horizontal width of the cross bar 201 is greater than the level of column template 3
Width and 201 both ends of cross bar are the extension relative to column template 3, and the connector 203 is arranged in 201 both ends of cross bar vertically
Extension, the Screw arbor with nut at both-ends 202 pass through opposite face connector 203 middle part to opposite face cross bar 201 carry out to draw connect
It connects.
In the utility model embodiment, the cross bar 201 is used as main joist, and flitch 101 is used as secondary joist, steel pipe 102
As diagonal brace；The cross bar 201 is 10# channel steel, and the size of the flitch 101 is 50*50mm, between two flitches 101
The quantity of steel pipe 102 is 3 and the steel pipe 102 is equally spacedly set between flitch 101, and the size of steel pipe 102 is Φ 48*
3.5；Connector 203 in the lateral tie 2 is the mountain type card made of 14# channel steel.
Referring to FIG. 1, the top of vertical bar 1 be lower than column template 3 top, 1 top of vertical bar with a distance from 3 top of column template≤
100mm, lateral tie 2 is in the vertical direction to be multiple and peripheral set on vertical bar 1 from bottom to up, and uppermost lateral tie 2 is with a distance from beam bottom
For 250mm, the strengthening quality of upper end concrete ensure that；Because concrete in column template 3 from top to bottom is to the pressure of column template 3
It is strong different, therefore the spacing between the two neighboring lateral tie 2 in the periphery of vertical bar 1 need to be made unequal, to avoid the occurrence of quick-fried mould situation, to column
3 lower part fastening strength of template is higher than the fastening strength to cope plate, therefore, two neighboring institute in the peripheral upper extent of vertical bar 1
The spacing stated between lateral tie 2 is larger；Spacing in the periphery of vertical bar 1 middle part and lower ranges between the two neighboring lateral tie 2 compared with
Small, the spacing in the peripheral upper extent of vertical bar 1 between the two neighboring lateral tie 2 is greater than 1 periphery middle part of vertical bar and lower ranges
Spacing between the interior two neighboring lateral tie 2, in the utility model embodiment, 1 peripheral upper part of vertical bar（It is in
Top accounts for entire 1 periphery 1/3 of vertical bar）Spacing≤600mm in range between two neighboring lateral tie 2；The periphery of vertical bar 1 middle part and under
Portion（It is below and accounts for entire 1 periphery 2/3 of vertical bar）Spacing≤500mm in range between two neighboring lateral tie 2, that is,
It says, the density of lateral tie 2 is greater than the density of lateral tie 2 in 1/3 range of part on vertical bar 1 in lower 2/3 range of part of vertical bar 1, to column mould
The reinforcing of the lower part of plate 3 is reinforced.
The beneficial effects of the utility model are：
1）The utility model can be applied to the heavy in section column template of steel reinforced concrete, with single channel steel, square steel tie reinforcing side
Formula compares, and does not need to punch on steel and burns eye, do not need yet steel punch position carry out reinforcement, the channel steel number of turnover is more,
It is lost minimum, it can be achieved that the recycling of multiple projects, it is also possible to which temporary facility is built on site；The utility model can be reinforced not
Square column, rectangular column with size are installed and convenient for disassembly and assembly flexible；
2）The utility model eliminates prick post split bolt, and cross bar 201 is using set-up mode arranged side by side up and down and passes through mountain
The connection of type card, is passed through in the middle part of mountain type card using Screw arbor with nut at both-ends 202 to the extension on opposite face cross bar 201 relative to column template 3
Divide and, without carrying out aperture to fashioned iron, also avoid template to connection is drawn and drill, reduce the template proportion of goods damageds, saving fee of material
With and later period screw hole renewal expense；The step of also there is no block after the completion of reinforcing to old hole simultaneously, avoids bolt
Hole spillage, concrete structure impression quality are good.
The above content is combine specific embodiment further detailed description of the utility model, and it cannot be said that
The specific implementation of the utility model is only limited to these instructions.For the utility model person of an ordinary skill in the technical field
For, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, all should be considered as belonging to
In the protection scope of the utility model.
Claims (9)
1. a kind of profile steel concrete column template reinforcing device, which is characterized in that it includes：It encloses vertically set on column template outer surface
Vertical bar is sheathed on the lateral tie that vertical bar is anchored on column template by vertical bar periphery；
The lateral tie includes being set side by side up and down and laterally enclosing the cross bar on the outside of vertical bar, the cross bar that connection is set side by side up and down
Connector, by connector to opposite face cross bar carry out to draw connection Screw arbor with nut at both-ends；Wherein, the horizontal width of the cross bar
Greater than column template horizontal width and cross bar both ends be extension relative to column template, the connector is arranged in cross vertically
The extension at bar both ends, the middle part that the Screw arbor with nut at both-ends passes through opposite face connector connect drawing to opposite face cross bar.
2. profile steel concrete column template reinforcing device according to claim 1, it is characterised in that：The vertical bar includes two
The flitch and at least one vertically set on column template outer surface same plane left and right ends are set to the steel among flitch vertically respectively
Pipe.
3. profile steel concrete column template reinforcing device according to claim 2, it is characterised in that：The steel pipe is equidistant
Among flitch.
4. profile steel concrete column template reinforcing device according to claim 1, it is characterised in that：The lateral tie is in vertical side
Spacing upwards between multiple and two neighboring lateral tie is unequal.
5. profile steel concrete column template reinforcing device according to claim 4, it is characterised in that：Vertical bar periphery upper extent
Spacing between the interior two neighboring lateral tie is greater than in vertical bar periphery middle part and lower ranges between the two neighboring lateral tie
Spacing.
6. profile steel concrete column template reinforcing device according to claim 5, it is characterised in that：Vertical bar periphery upper extent
Spacing≤600mm between the interior two neighboring lateral tie；The two neighboring lateral tie in vertical bar periphery middle part and lower ranges
Between spacing≤500mm.
7. profile steel concrete column template reinforcing device according to claim 1, it is characterised in that：The top of the vertical bar is low
In the top of column template, tip height difference≤100mm of vertical bar and column template.
8. profile steel concrete column template reinforcing device according to claim 2, it is characterised in that：The size of the flitch is
50*50mm；The size of steel pipe is Φ 48*3.5.
9. profile steel concrete column template reinforcing device according to claim 1, it is characterised in that：The cross bar is 10# slot
Steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820252665.5U CN208168349U (en) | 2018-02-12 | 2018-02-12 | A kind of profile steel concrete column template reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820252665.5U CN208168349U (en) | 2018-02-12 | 2018-02-12 | A kind of profile steel concrete column template reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168349U true CN208168349U (en) | 2018-11-30 |
Family
ID=64384792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820252665.5U Expired - Fee Related CN208168349U (en) | 2018-02-12 | 2018-02-12 | A kind of profile steel concrete column template reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208168349U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062586A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Structural column template reinforcing method |
-
2018
- 2018-02-12 CN CN201820252665.5U patent/CN208168349U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062586A (en) * | 2021-03-24 | 2021-07-02 | 中国五冶集团有限公司 | Structural column template reinforcing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20181130 Termination date: 20200212 |