CN203394021U - Anti-grout-leakage easy-assembly building template - Google Patents
Anti-grout-leakage easy-assembly building template Download PDFInfo
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- CN203394021U CN203394021U CN201320366630.1U CN201320366630U CN203394021U CN 203394021 U CN203394021 U CN 203394021U CN 201320366630 U CN201320366630 U CN 201320366630U CN 203394021 U CN203394021 U CN 203394021U
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Abstract
The utility model relates to an anti-grout-leakage easy-assembly building template. The anti-grout-leakage easy-assembly building template comprises a panel with a cross section in the shape of an isosceles trapezoid, wherein a groove is formed on one waist of the cross section of the panel; a bump which is matched with the groove for use is arranged on the other waist of the cross section of the panel; the distance from the groove to the upper bottom of the cross section of the panel is equal to the distance from the bump to the lower bottom of the cross section of the panel. When two building templates are spliced, the cross section of one building template is in the shape of a vertical isosceles trapezoid, the cross section of the other building template is in the shape of an inverted isosceles trapezoid, and the bump on one side of one building template is just embedded into the groove on the other side of the other building template as seen from the cross section. Compared with the prior art, the anti-grout-leakage easy-assembly building template has the advantages that the building template is convenient to assemble and the pressure of a spliced gap and concrete on the building template is in a non-vertical relationship, so that the pressure of cement can be born by the side faces of the building template on the two waists of the isosceles trapezoid of the cross section to effectively avoid the grout leakage phenomenon, and the building template is suitable for building various types of concrete buildings.
Description
Technical field
The utility model relates to building construction formwork field, is specifically related to the easy-to-assemble construction formwork of a kind of mortar leakage prevention.
Background technology
Existing construction formwork is mostly common square template, in use needs by screw and wire binding, is difficult to assembling, and only depends on screw and wire binding still cannot overcome the spillage phenomenon of construction formwork completely.
Therefore be necessary to develop the easy-to-assemble construction formwork of a kind of mortar leakage prevention.
Utility model content
The utility model technical issues that need to address are to provide a kind of mortar leakage prevention easy-to-assemble construction formwork.
The utility model technical issues that need to address are achieved through the following technical solutions:
The easy-to-assemble construction formwork of a kind of mortar leakage prevention, comprise that cross section is the panel of isosceles trapezoid, and the waist at panel cross section is provided with groove, at another waist of panel cross section, be provided with the projection that matches with groove and use, the distance between the going to the bottom of the distance between the upper base of groove and panel cross section and protruding and panel cross section equates.Supporting the use here refers to, two construction formworks can splice, and the connecting method of two concrete construction formworks is: from cross section, the cross section of a construction formwork is upright isosceles trapezoid, the isosceles trapezoid of the cross section of another piece construction formwork for standing upside down, and the projection of construction formwork one side is just in time embedded in the groove of another piece construction formwork opposite side.
Preferably, described groove and described projection are positioned at the middle part of described panel cross section two waists.
Further preferably, described groove is shaped as a kind of in circular arc, polygon and zigzag.
Still more preferably, described construction formwork is plastic plate, and it is embedded with one to two-layer enhancement layer.Preferred described enhancement layer is parallel to described panel surface.
Still more preferably, described enhancement layer is fiberglass gridding cloth.
On the basis of technique scheme, preferred described construction formwork length is 80 ~ 180 centimetres, and width is 50 ~ 100 centimetres, and thickness is 1 ~ 5 centimetre.
Compared with prior art, the utility model construction formwork is easy to assembly, and the piece being spliced to form and concrete are non-vertical relations to the pressure of construction formwork, the side that makes to be positioned at the construction formwork of isosceles trapezoid two waists can be born certain for concrete pressure, thereby has effectively avoided the generation of spillage phenomenon.Add by screw and wire binding, spillage phenomenon is overcome widely.In addition, owing to there being the cooperation of tongue and groove, this construction formwork also can reduce the use of screw.The utility model construction formwork is applicable to the construction of all kinds of concrete construction objects.
Accompanying drawing explanation
Fig. 1 is the cross section structure schematic diagram of the utility model construction formwork in embodiment 1;
Fig. 2 is the spliced cross section structure schematic diagram of the construction formwork shown in Fig. 1;
Fig. 3 is the cross section structure schematic diagram of the utility model construction formwork in embodiment 2;
Fig. 4 is the spliced cross section structure schematic diagram of the construction formwork shown in Fig. 3;
Fig. 5 is the cross section structure schematic diagram of the utility model construction formwork in embodiment 3;
Fig. 6 is the spliced cross section structure schematic diagram of the construction formwork shown in Fig. 5.
In figure: 1, panel; 2, enhancement layer; 3, groove; 4, projection; 11, upper base; 12, go to the bottom; 13 to 14, waist.
The specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described further.Following examples are only for the technical solution of the utility model is more clearly described, and can not limit protection domain of the present utility model with this.
The utility model is the easy-to-assemble construction formwork of a kind of mortar leakage prevention, as shown in Figure 1, comprises that cross section is the panel 1 of isosceles trapezoid, and this panel 1 is plastic plate.A waist 13 at panel 1 cross section is provided with circular groove 3, is provided with the projection 4 that matches with groove 3 and use at another waist 14 of panel 1 cross section.Here, groove 3 equates with projection 3 distances of going to the bottom between 12 with panel 1 cross section with the distance between panel 1 cross section upper base 11.This construction formwork length is 80 ~ 180 centimetres, and width is 50 ~ 100 centimetres, and thickness is 1 ~ 5 centimetre.
When two construction formwork splicings, the cross section of a construction formwork is upright isosceles trapezoid, the isosceles trapezoid of the cross section of another piece construction formwork for standing upside down, as shown in Figure 2.Because piece and the concrete of construction formwork is non-vertical relation to the pressure of construction formwork, the side that makes to be positioned at the construction formwork of isosceles trapezoid waist can be born certain for concrete pressure, thereby has effectively avoided the generation of spillage phenomenon.In addition, owing to there being the cooperation of tongue and groove, this construction formwork also can reduce the use of screw, and spillage phenomenon is also overcome widely.
Embodiment 2
The utility model is the easy-to-assemble construction formwork of a kind of mortar leakage prevention, as shown in Figure 3, comprises that cross section is the panel 1 of isosceles trapezoid, and this panel 1 is plastic plate, and it is embedded with the enhancement layer 2 of one deck, and enhancement layer 2 is parallel with panel 1 surface.Enhancement layer 2 is a kind of in fiberglass gridding cloth, nonwoven, aryl fiber cloth etc. optionally.Waist 13 middle parts at panel 1 cross section are provided with trapezoidal groove 3, are provided with the projection 4 that matches with groove 3 and use at another waist 14 middle parts of panel 1 cross section.This construction formwork length is 80 ~ 180 centimetres, and width is 50 ~ 100 centimetres, and thickness is 1 ~ 5 centimetre.The joining method of this construction formwork is identical with embodiment 1, and concrete splicing schematic diagram as shown in Figure 4.
The utility model is the easy-to-assemble construction formwork of a kind of mortar leakage prevention, as shown in Figure 5, comprises that cross section is the panel 1 of isosceles trapezoid.This panel 1 is plastic plate, and it is embedded with two-layer enhancement layer 2, and enhancement layer 2 is parallel with panel 1 surface.Enhancement layer 2 is fiberglass gridding cloth.Waist 13 middle parts at panel 1 cross section are provided with zigzag groove 3, are provided with the projection 4 that matches with groove 3 and use at another waist 14 middle parts of panel 1 cross section.This construction formwork length is 80 ~ 180 centimetres, and width is 50 ~ 100 centimetres, and thickness is 1 ~ 5 centimetre.The joining method of this construction formwork is identical with embodiment 1, and concrete splicing schematic diagram as shown in Figure 6.
Above-mentioned each embodiment is to preferred embodiment of the present utility model.It should be pointed out that for those skilled in the art, not departing under the prerequisite of the utility model know-why, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (6)
1. the easy-to-assemble construction formwork of mortar leakage prevention, it is characterized in that: comprise that cross section is the panel of isosceles trapezoid, and the waist at panel cross section is provided with groove, at another waist of panel cross section, be provided with the projection that matches with groove and use, the distance between groove and panel cross section upper base equates with protruding distance between going to the bottom with panel cross section.
2. construction formwork as claimed in claim 1, is characterized in that: described groove and described projection are positioned at the middle part of described panel cross section two waists.
3. construction formwork as claimed in claim 2, is characterized in that: described groove be shaped as a kind of in circular arc, polygon and zigzag.
4. construction formwork as claimed in claim 3, is characterized in that: described construction formwork is plastic plate, and it is embedded with one to two-layer enhancement layer.
5. construction formwork as claimed in claim 4, is characterized in that: described enhancement layer is fiberglass gridding cloth.
6. the construction formwork as described in claim 1 to 5 any one, is characterized in that: described construction formwork length is 80 ~ 180 centimetres, and width is 50 ~ 100 centimetres, and thickness is 1 ~ 5 centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320366630.1U CN203394021U (en) | 2013-06-24 | 2013-06-24 | Anti-grout-leakage easy-assembly building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320366630.1U CN203394021U (en) | 2013-06-24 | 2013-06-24 | Anti-grout-leakage easy-assembly building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203394021U true CN203394021U (en) | 2014-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320366630.1U Expired - Fee Related CN203394021U (en) | 2013-06-24 | 2013-06-24 | Anti-grout-leakage easy-assembly building template |
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| CN (1) | CN203394021U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859162A (en) * | 2017-10-31 | 2018-03-30 | 广东水电二局股份有限公司 | One kind is encorbelmented bracket structure and its construction method |
-
2013
- 2013-06-24 CN CN201320366630.1U patent/CN203394021U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859162A (en) * | 2017-10-31 | 2018-03-30 | 广东水电二局股份有限公司 | One kind is encorbelmented bracket structure and its construction 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 |
Granted publication date: 20140115 Termination date: 20140624 |
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| EXPY | Termination of patent right or utility model |