CN203200983U - Building dismounting-free formwork with concrete cast in place - Google Patents
Building dismounting-free formwork with concrete cast in place Download PDFInfo
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- CN203200983U CN203200983U CN 201320233152 CN201320233152U CN203200983U CN 203200983 U CN203200983 U CN 203200983U CN 201320233152 CN201320233152 CN 201320233152 CN 201320233152 U CN201320233152 U CN 201320233152U CN 203200983 U CN203200983 U CN 203200983U
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- steel wire
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- concrete cast
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Abstract
The utility model discloses a building dismounting-free formwork with concrete cast in place and relates to the field of building materials. The building dismounting-free formwork with the concrete cast in place comprises a formwork body, a plate material layer, a steel wire layer, a high polymer foam material layer, a fixed steel wire, grooves and protrusions. The formwork body is composed of the plate material layer, the steel wire layer and the high polymer foam material layer, the steel wire layer is arranged between the plate material layer and the high polymer foam material layer, the steel wire layer is connected with the lower end of the fixed steel wire, the grooves are formed in two adjacent side edges of the formwork body, the protrusions are arranged on the other two adjacent side edges of the formwork body, and the size of the grooves is matched with that of the protrusions. The building dismounting-free formwork with the concrete cast in place is simple in structure, simple in manufacturing process, low in relative cost, convenient to construct and free of formwork removal, avoids the waste of the formwork, does not need a large amount of postprocessing, and reduces manpower cost.
Description
Technical field
The utility model relates to a kind of building non-dismantling formwork of concrete cast-in-situ, belongs to building material field.
Background technology
The roof of conventional house mostly is brick and tile, wooden construction, and anti-seismic performance is bad, and does not have sound insulation, insulation effect; Continuous development along with builing industry, a lot of roofs adopt floor slab structure, though improved intensity, shock resistance, but its technology is loaded down with trivial details, will make floor earlier, for the ease of it is transported to the roof, floor all is hollow, and the size of floor needs the actual state customization according to the house, makes and the cost of transportation height.
In the prior art, the roofs that adopt Cast-in-situs type more, convenient, fast, stability height, the intensity height, sound insulation, high insulating effect, but cast-in-place template all will regularly be removed in construction, and this has just increased the difficulty of construction, and cause the waste of cast-in-place template, because not all template all can also continue to use after pulling down; The template of energy recycling all will could embody its value through a large amount of post processings, but the cost height of post processing.
Summary of the invention
At the problems referred to above, the technical problems to be solved in the utility model provides that a kind of cost is low, the building non-dismantling formwork of the concrete cast-in-situ of convenient construction.
The building non-dismantling formwork of a kind of concrete cast-in-situ that the utility model provides, it comprises template body, sheet metal layer, steel wire floor, high polymer sponge layer, fixedly steel wire, groove and projection; Described template body is made up of sheet metal layer, steel wire floor and high polymer sponge layer, described steel wire floor is arranged between sheet metal layer and the high polymer sponge layer, and described steel wire floor is connected with the fixing lower end of steel wire, two sides that described template body is adjacent are provided with groove, two other adjacent side of described template body is provided with projection, and the size of described groove and projection matches.
As preferably, the upper surface of described sheet metal layer is provided with several concrete pits.
As preferably, the length of described fixedly steel wire is 10-20cm.
The utility model beneficial effect: simple in structure, manufacturing process is simple, and relative cost is low, has made things convenient for construction, and need not form removal, has avoided the waste of template, need not a large amount of post processings, has reduced human cost.
Description of drawings
In order to be easy to explanation, the utility model is done to describe in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the sectional view of template body in the utility model.
The specific embodiment
As depicted in figs. 1 and 2, this specific embodiment by the following technical solutions: it comprises template body 1, sheet metal layer 2, steel wire floor 3, high polymer sponge layer 4, fixedly steel wire 5, groove 6 and projection 7; Described template body 1 is made up of sheet metal layer 2, steel wire floor 3 and high polymer sponge layer 4, described steel wire floor 3 is arranged between sheet metal layer 2 and the high polymer sponge layer 4, and described steel wire floor 3 is connected with the fixing lower end of steel wire 5, described template body 1 two adjacent sides are provided with groove 6, described template body 1 two other adjacent side is provided with projection 7, and the size of described groove 6 and projection 7 matches.
Wherein, the upper surface of described sheet metal layer 2 is provided with several concrete pits 8, has guaranteed that the concrete cast-in-situ layer of watering concrete rear pattern plate body 1 and its top fits tightly, and makes concrete cast-in-situ layer and template body 1 to combine together, has improved fastness; The length of described fixedly steel wire 5 is 10-20cm, is convenient to be connected with steel wire in the concrete cast-in-situ.
During the operation of this specific embodiment, by being connected as a single entity groove 6 between each template and cooperating of projection 7, the bottom is supported with bracing frame, the top is passed through fixedly, and steel wire 5 is connected with the fixation with steel wire of concrete cast-in-situ, after concrete cast-in-situ is finished, only need support is removed, template body 1 merges with the concrete cast-in-situ layer.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in above-described embodiment and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. the building non-dismantling formwork of a concrete cast-in-situ is characterized in that: it comprises template body (1), sheet metal layer (2), steel wire floor (3), high polymer sponge layer (4), fixedly steel wire (5), groove (6) and projection (7); Template body (1) is made up of sheet metal layer (2), steel wire floor (3) and high polymer sponge layer (4), steel wire floor (3) is arranged between sheet metal layer (2) and the high polymer sponge layer (4), and steel wire floor (3) is connected with the fixing lower end of steel wire (5), two sides that template body (1) is adjacent are provided with groove (6), two other adjacent side of template body (1) is provided with projection (7), and the size of groove (6) and projection (7) matches.
2. the building non-dismantling formwork of a kind of concrete cast-in-situ according to claim 1, it is characterized in that: the upper surface of described sheet metal layer (2) is provided with several concrete pits (8).
3. the building non-dismantling formwork of a kind of concrete cast-in-situ according to claim 1, it is characterized in that: the length of described fixedly steel wire (5) is 10-20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320233152 CN203200983U (en) | 2013-05-03 | 2013-05-03 | Building dismounting-free formwork with concrete cast in place |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320233152 CN203200983U (en) | 2013-05-03 | 2013-05-03 | Building dismounting-free formwork with concrete cast in place |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203200983U true CN203200983U (en) | 2013-09-18 |
Family
ID=49145103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320233152 Expired - Lifetime CN203200983U (en) | 2013-05-03 | 2013-05-03 | Building dismounting-free formwork with concrete cast in place |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203200983U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675015A (en) * | 2015-02-12 | 2015-06-03 | 伯恩太阳能科技有限公司 | Demolition-free building template |
| CN105625457A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | T-shaped concrete foundation poured with concrete channels for independent house |
| CN105625453A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete block poured T-shaped concrete foundation for detached house |
| CN105735333A (en) * | 2016-03-01 | 2016-07-06 | 沈阳建筑大学 | Concrete slab pouring separate house T-shaped foundation |
| CN114737747A (en) * | 2022-05-12 | 2022-07-12 | 辽宁众一节能科技(集团)有限公司 | Cast-in-place concrete wall formwork-removal-free support integrated structure and construction method |
-
2013
- 2013-05-03 CN CN 201320233152 patent/CN203200983U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675015A (en) * | 2015-02-12 | 2015-06-03 | 伯恩太阳能科技有限公司 | Demolition-free building template |
| CN105625457A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | T-shaped concrete foundation poured with concrete channels for independent house |
| CN105625453A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete block poured T-shaped concrete foundation for detached house |
| CN105735333A (en) * | 2016-03-01 | 2016-07-06 | 沈阳建筑大学 | Concrete slab pouring separate house T-shaped foundation |
| CN114737747A (en) * | 2022-05-12 | 2022-07-12 | 辽宁众一节能科技(集团)有限公司 | Cast-in-place concrete wall formwork-removal-free support integrated structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Building dismounting-free formwork with concrete cast in place Effective date of registration: 20150826 Granted publication date: 20130918 Pledgee: Bank of Communications Ltd. the Guangxi Zhuang Autonomous Region branch Pledgor: GUANGXI QINGLONG CHEMICAL BUILDING MATERIALS CO.,LTD. Registration number: 2015990000719 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20160929 Granted publication date: 20130918 Pledgee: Bank of Communications Ltd. the Guangxi Zhuang Autonomous Region branch Pledgor: GUANGXI QINGLONG CHEMICAL BUILDING MATERIALS CO.,LTD. Registration number: 2015990000719 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130918 |