CN202359816U - Layering reinforcing and supporting device for on-situ concrete casting template - Google Patents
Layering reinforcing and supporting device for on-situ concrete casting template Download PDFInfo
- Publication number
- CN202359816U CN202359816U CN2011203363032U CN201120336303U CN202359816U CN 202359816 U CN202359816 U CN 202359816U CN 2011203363032 U CN2011203363032 U CN 2011203363032U CN 201120336303 U CN201120336303 U CN 201120336303U CN 202359816 U CN202359816 U CN 202359816U
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- press strip
- template
- bracing
- strutting arrangement
- steel
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Abstract
The utility model relates to a layering reinforcing and supporting device for an on-situ concrete casting template. The utility model aims to provide a novel layering reinforcing and supporting device for an on-situ concrete casting template in accordance with the principles of mechanics, and the device saves steel consumption and is simple in structure and convenient in use. WWood ribs are arranged on the external side surfaces of the template, and the layering reinforcing and supporting device is arranged on the wood ribs for fixing the template. The layering reinforcing and supporting device includes two light steel layerings, at least two pairs of pads, at least two bolt bars, and a plurality of support bars; the two light steel layerings are arranged on the wood ribs on the two external side surfaces of the template, and a plurality of holes are arranged on the steel layerings; the at least two pairs of pads are provided with holes therein, each pair of pads is symmetrically arranged on the two steel layerings, and the holes are corresponding to the holes in the steel layerings; the steel layerings and the template are fixed by the at least two bolt bars, the number of the bolt bars is corresponding to the number of the pads; and the plurality of support bars are arranged in the template to support the two inner side surfaces of the template.
Description
Technical field
The utility model relates to a kind of press strip reinforcing, bracing or strutting arrangement that is used for cast in place concrete form.
Background technology
The cast-in-place pillar in present building site, the employed typified form bracing reinforcement of body of wall press strip, all adopting two steel pipes is one group, and fixes through screw rod and pad, is provided with a pair of groove in the pad, is used to lay steel pipe.During installation two steel pipes are placed on the groove of pad respectively, bolt are passed in the middle of two steel pipes again, cap nut locking just finishes.This worker's method must be used two steel pipes to be one group and could accomplish, and the groove of installing steel pipe is the weakness of pad, and steel pipe is fixed thereon, has potential safety hazard.In order to guarantee the safety of weakness, pad must be thickeied.Different constructions place are also different to the steel pipe length requirement, therefore in use need the steel pipe of subsequent use different length sizes.Therefore, the press strip that is used for cast in place concrete form of prior art is reinforced, bracing or strutting arrangement steel consumption is bigger, and installation cost is higher, and structure is comparatively complicated, and overlap joint is difficult for.Simultaneously, in the prior art, the internal mold that is used to control thickness of wall body supports the steel bar end or the cement bar of usefulness, and therefore the easy landing of template group is causing the body of wall out-of-flatness easily.
The utility model content
The purpose of the utility model provides a kind of novel press strip reinforcing, bracing or strutting arrangement that is used for cast in place concrete form that conforms with mechanics principle, practices thrift rolled steel dosage, and simple in structure, easy to use.
The purpose of the utility model is achieved in that
A kind of press strip that is used for cast in place concrete form is reinforced, bracing or strutting arrangement; The template lateral surface is provided with stupefied of wood; Said press strip is reinforced, bracing or strutting arrangement is installed on stupefied of the said wood and is used for fixing template; Said press strip is reinforced, bracing or strutting arrangement comprises: two lightweight section steel press strips, be installed on wooden stupefied that is positioned at template two lateral surfaces, and said steel press strip is provided with plurality of holes; At least two pairs of pads which is provided with hole, and every pair of pad is symmetricly set on the two steel press strips, the hole on the corresponding said steel press strip of its hole; At least two shanks of bolt are used for fixing said steel press strip and template, and said shank of bolt quantity is corresponding with the pad logarithm; Some support bars are located in the template, support two medial surfaces of said template.
During use, confirm that according to template size the utility model is used for the press strip reinforcing of cast in place concrete form, the usage quantity of bracing or strutting arrangement.Its environment for use can be with the environment for use of prior art.Promptly, go up two lateral surfaces that are fixed on template, reach the effect of reinforcing support shuttering thereby the reinforcing of the utility model press strip, bracing or strutting arrangement are installed in stupefied of wood in stupefied of the equidistantly fixing wood of the vertical direction of template.
Wherein, said steel press strip comprises an end face and two sides, and said two sides inwardly form a flange symmetrically; Said steel press strip is formed in one, and its cross section is the rectangle of an opening; Said pad is a turtle shell shape pad.
The press strip of cast in place concrete form is reinforced, bracing or strutting arrangement in use often need use at higher position because the utility model is used for, and tends to during dismounting fall from eminence, therefore is prone to cause the device distortion.For making it not yielding when being clashed into or collide, further, said end face is provided with a groove; Hook in the said flange.
For fixed form better, further, an end of said support bar is provided with pointed tooth, and the other end is plane or bends to 90 °, and the convenient end that support bar is provided with pointed tooth knocks into the template inboard.Wherein, the cross section of said support bar is " V " shape; Perhaps, the cross section of said support bar is " O " shape.
When single steel press strip curtailment, can fasten each other through positive and negative two steel press strips, select the cavity at suitable place to overlap, utilize bolt to be fixed again and get final product together.
The utility model is owing to adopted technique scheme; Compared with prior art have following beneficial effect: press strip reinforcing, bracing or strutting arrangement that the utility model is used for cast in place concrete form replace two steel pipes of the prior art with a steel press strip, can save steel in a large number; Owing to cancelled the structure of two steel pipes, make the constructor of pad make a concerted effort to learn the requirement of principle, reduced potential safety hazard; Simultaneously, when template size is different, can extend its length quickly and easily; While the utility model press strip is reinforced, the bracing or strutting arrangement overall structure is simple, easy construction.
Description of drawings
Through following embodiments of the invention and description taken together with the accompanying drawings, other advantage of the present invention and characteristic are shown, this embodiment provides with the form of instance, but is not limited to this, wherein:
Cross-sectional view (comprising template) when Fig. 1 is the utility model user mode;
Fig. 2 is for the utility model press strip is reinforced, the sketch map of first kind of structure of the steel press strip of bracing or strutting arrangement;
Fig. 3 is the A-A generalized section of steel press strip shown in Figure 2;
Fig. 4 is for the utility model press strip is reinforced, the generalized section of second kind of structure of the steel press strip of bracing or strutting arrangement;
Fig. 5 is for the utility model press strip is reinforced, the structural representation of the support iron plate of bracing or strutting arrangement;
Fig. 6 is the B-B generalized section of support iron plate shown in Figure 5;
Fig. 7 is for the utility model press strip is reinforced, the sketch map of second kind of structure of the support iron plate of bracing or strutting arrangement;
Fig. 8 is for the utility model press strip is reinforced, the sketch map of the third structure of the support iron plate of bracing or strutting arrangement.
The specific embodiment
Confirm that according to template size the utility model is used for the press strip reinforcing of cast in place concrete form, the usage quantity of bracing or strutting arrangement.Three cover the utility model shown in the figure.Like Fig. 1, shown in Figure 2; A kind of press strip that is used for cast in place concrete form is reinforced, bracing or strutting arrangement 1, is used for fixing template 2, and every cover press strip is reinforced, bracing or strutting arrangement comprises: two lightweight section steel press strips 11; Be installed on wooden stupefied 3 of two lateral surfaces of template 2, steel press strip 11 is provided with plurality of holes 111; At least two pairs of pads 12 (shown in the figure 3 pairs) which is provided with hole, and every pair of pad 12 is symmetricly set on the two steel press strips 11, the hole 111 on the corresponding said steel press strip 11 of the hole of pad 12; Shank of bolt 13 is used for fixing steel press strip 11 and template 2, and the quantity of shank of bolt 13 is corresponding with the logarithm of pad 12; Also comprise some support bars 14, be located in the template 2, two medial surfaces of support shuttering 2.
Wherein, as shown in Figure 3, steel press strip 11 comprises an end face 112 and two sides 113, and two sides 113 inwardly form a flange 114 symmetrically; Said steel press strip 11 is formed in one, and its cross section is the rectangle of an opening; Pad 12 is a turtle shell shape pad.
During use, a side of first shuttering 2 is equidistantly fixing wooden stupefied 3 of its vertical direction; Support bar 14 is fixed in the template 2; The opposite side of shuttering 2 and wood are stupefied 3 again, then steel press strip 11 is separately fixed on wooden stupefied 3 of two lateral surfaces of template 2, and with cross intersection of stupefied 3 one-tenth vertical equidistance of wood; Put shank of bolt 13 at last, use nut check behind the cover Upper gasket 12.Press strip reinforcing soon, bracing or strutting arrangement 1 are fixed on the template 2, reach the effect of reinforcing support shuttering 2.
The utility model press strip as shown in Figure 4 is reinforced, the sketch map of the another kind of structure of the steel press strip 11 of bracing or strutting arrangement; Comprise an end face 112 and two sides 113; Two sides 113 inwardly form a flange 114 symmetrically, and its structure difference is: the end face 112 of steel press strip 11 is provided with a groove 115.And further, the two sides 113 of steel press strip 11 inwardly form a flange 114 symmetrically, hook in this flange 114.Hook is applicable to the flanged structure of steel press strip shown in Figure 2 too in the flange 114.This structure makes the steel press strip when bump or collision take place, be difficult for deforming.
Fig. 5-7 is for the press strip that the utility model is used for cast in place concrete form is reinforced, the structural representation of the support bar 14 of bracing or strutting arrangement.As shown in Figure 5, support bar 14 1 ends are provided with pointed tooth, and the other end is plane, also can curve 90 ° (as shown in Figure 8), conveniently in use the pointed tooth end are knocked the medial surface into template 2.Its cross section is as shown in Figure 6, can be " V " shape, also can be as shown in Figure 7, be " O " shape.
Claims (10)
- A press strip that is used for cast in place concrete form reinforce, bracing or strutting arrangement, the template lateral surface is provided with stupefied of wood, said press strip is reinforced, bracing or strutting arrangement is installed on stupefied of the said wood and is used for fixing template, it is characterized in that, comprising:Two lightweight section steel press strips are installed on wooden stupefied that is positioned at template two lateral surfaces, and said steel press strip is provided with plurality of holes;At least two pairs of pads which is provided with hole, and every pair of pad is symmetricly set on the two steel press strips, the hole on the corresponding said steel press strip of its hole;At least two shanks of bolt are used for fixing said steel press strip and template, and said shank of bolt quantity is corresponding with the pad logarithm; AndSome support bars are located in the template, support two medial surfaces of said template.
- 2. the press strip that is used for cast in place concrete form as claimed in claim 1 is reinforced, bracing or strutting arrangement, and it is characterized in that: said steel press strip comprises an end face and two sides, and said two sides inwardly form a flange symmetrically.
- 3. the press strip that is used for cast in place concrete form as claimed in claim 2 is reinforced, bracing or strutting arrangement, and it is characterized in that: said steel press strip is formed in one, and its cross section is the rectangle of an opening.
- 4. the press strip that is used for cast in place concrete form as claimed in claim 2 is reinforced, bracing or strutting arrangement, and it is characterized in that: said end face is provided with a groove.
- 5. like described press strip reinforcing, the bracing or strutting arrangement that is used for cast in place concrete form of arbitrary claim among the claim 2-4, it is characterized in that: hook in the said flange.
- 6. the press strip that is used for cast in place concrete form as claimed in claim 1 is reinforced, bracing or strutting arrangement, and it is characterized in that: said pad is a turtle shell shape pad.
- According to claim 1 or claim 2 the press strip that is used for cast in place concrete form reinforce, bracing or strutting arrangement, it is characterized in that: an end of said support bar is provided with pointed tooth, the other end bends to 90 °.
- According to claim 1 or claim 2 the press strip that is used for cast in place concrete form reinforce, bracing or strutting arrangement, it is characterized in that: an end of said support bar is provided with pointed tooth, the other end is plane.
- 9. the press strip that is used for cast in place concrete form as claimed in claim 8 is reinforced, bracing or strutting arrangement, and it is characterized in that: the cross section of said support bar is " V " shape.
- 10. the press strip that is used for cast in place concrete form as claimed in claim 8 is reinforced, bracing or strutting arrangement, and it is characterized in that: the cross section of said support bar is " O " shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203363032U CN202359816U (en) | 2011-09-05 | 2011-09-05 | Layering reinforcing and supporting device for on-situ concrete casting template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203363032U CN202359816U (en) | 2011-09-05 | 2011-09-05 | Layering reinforcing and supporting device for on-situ concrete casting template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202359816U true CN202359816U (en) | 2012-08-01 |
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ID=46571011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203363032U Expired - Fee Related CN202359816U (en) | 2011-09-05 | 2011-09-05 | Layering reinforcing and supporting device for on-situ concrete casting template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202359816U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912979A (en) * | 2012-11-15 | 2013-02-06 | 中国建筑第八工程局有限公司 | Construction method for prefabricating mortar filled polyvinyl chloride (PVC) tube as inner support for beam side dies |
| CN105256996A (en) * | 2015-09-16 | 2016-01-20 | 中冶东北建设（沈阳）工程技术有限公司 | Construction method of bark texture fair-faced concrete of middle cylinder structure of inclined cone cylinder |
| CN106801482A (en) * | 2017-02-13 | 2017-06-06 | 山东送变电工程公司 | A kind of current conversion station fire wall construction technology |
-
2011
- 2011-09-05 CN CN2011203363032U patent/CN202359816U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912979A (en) * | 2012-11-15 | 2013-02-06 | 中国建筑第八工程局有限公司 | Construction method for prefabricating mortar filled polyvinyl chloride (PVC) tube as inner support for beam side dies |
| CN105256996A (en) * | 2015-09-16 | 2016-01-20 | 中冶东北建设（沈阳）工程技术有限公司 | Construction method of bark texture fair-faced concrete of middle cylinder structure of inclined cone cylinder |
| CN106801482A (en) * | 2017-02-13 | 2017-06-06 | 山东送变电工程公司 | A kind of current conversion station fire wall construction technology |
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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 |
Granted publication date: 20120801 Termination date: 20150905 |
|
| EXPY | Termination of patent right or utility model |