CN203769300U - Building template - Google Patents
Building template Download PDFInfo
- Publication number
- CN203769300U CN203769300U CN201420014562.7U CN201420014562U CN203769300U CN 203769300 U CN203769300 U CN 203769300U CN 201420014562 U CN201420014562 U CN 201420014562U CN 203769300 U CN203769300 U CN 203769300U
- Authority
- CN
- China
- Prior art keywords
- top board
- wall
- template
- construction formwork
- sidewall
- 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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Abstract
The utility model discloses a building template. The building template comprises a wall body template and a wall-corner template, wherein the wall body template is connected to the wall-corner template; the wall-corner template is placed on a floor and further comprises a top plate, a side wall and a middle board; the middle board is vertically connected to the top plate and is positioned between two edges of the top plate; and the top plate, the side wall and the middle board enclose into a glue injection port commonly. Compared with the prior art, the building template disclosed by the utility model has the advantages that the top plate, the side plate and the middle plate of the wall-corner template enclose into the glue injection port, solid glue is injected into the glue injection port and can block a gap, and when a wall body is cast, concrete can not leak out from the gap, so that the phenomena that the templates are not tightly jointed to cause mortar leakage and the root part of the wall body is not clean to form root damage can be prevented.
Description
[technical field]
The utility model relates to a kind of construction formwork, particularly relates to a kind of aluminum alloy building template cell cube.
[background technology]
According to statistics, the end of the year 2012, all kinds of floor spaces that China builds up reach 8,500,000,000 square metres of left and right (not containing villages and small towns self-built housing), the basic wooden form that uses in engineering construction process, wooden form is the composite that the timber that intersects in length and breadth by multilayer and glue bond form, the whole nation needs to consume the timber of approximately 4600 ten thousand stere left and right every year, and wooden form not only contains a large amount of hazardous substancess but also just become building waste after using several times, becomes a very large environmental issue.
Emerging of aluminum alloy mould plate will greatly reduce the use cost of template, the aluminum alloy mould plate of environmental protection because have lightweight, rigidity is high, stability is strong, long service life, efficiency of construction high and advantage, become template market new lover, aluminum dipping form usage ratio is just in cumulative year after year.
And adopt aluminium lamina membranacea to carry out building engineering construction, when building body of wall, mostly wall form is directly vertically stood on the ground, because the piece between wall form and ground is tight or reinforcing causes template to occur gap not, while building, concrete grout spills and causes body of wall root unclean from gap, produces " rotten " phenomenon.
[utility model content]
The technical problem that easily produces " rotten " phenomenon for solving the architectural template structure of prior art, the utility model provides a kind of gum-injecting port that has, the construction formwork that can prevent " rotten " phenomenon to produce.
The technical scheme that the utility model solves the problems of the technologies described above is: a kind of construction formwork is provided, comprise a wall form and a foundation template, wall form is connected in foundation template, foundation template is placed on the ground, foundation template further comprises a top board, a sidewall and an intermediate plate, intermediate plate is vertically connected at top board and between the two edges of top board, top board, sidewall and intermediate plate surround a gum-injecting port jointly.
Preferably, intermediate plate to the distance of sidewall is less than 0.5 times of top board width and is greater than 0.2 times of top board width.
Preferably, wall form is connected by fastening devices with corner template.
Preferably, sidewall is vertically connected at a wherein edge of top board.
Preferably, top board further comprises one first wall extension, and this first wall extension is positioned at top board one lateral edges and vertical with top board.
Preferably, on top board, near on the position of the first wall extension, be provided with at least two through holes.
Preferably, near sidewall bottom margin and in gum-injecting port, on the position of side direction, there iing a cuboid projection.
Preferably, it is characterized in that: the width of top board is 1 centimetre to 50 centimetres.
Preferably, the height of sidewall is 1 centimetre to 50 centimetres.
Preferably, the height of intermediate plate is 1 centimetre to 45 centimetres.
Compared with prior art, top board, side plate, the intermediate plate of the foundation template of this construction formwork surround a gum-injecting port, at this gum-injecting port, inject solid-state glue, gap can be blocked, when building body of wall, concrete can not spill from gap, can prevent " rotten " phenomenon that does not sternly cause running pulp, body of wall root totally not to form because of template splicing.Intermediate plate to the distance of sidewall is less than 0.5 times of top board width and is greater than 0.2 times of top board width.The size of the gum-injecting port that top board, side plate, intermediate plate surround is like this for best, toward the glue injecting in gum-injecting port, gap can just be blocked, can not cause the waste of solid-state glue also can not cause not because of the glue of the too little injection of gum-injecting port blocking closely gap because gum-injecting port is too large.
[accompanying drawing explanation]
Fig. 1 is the perspective view of a kind of construction formwork of providing of the utility model.
Fig. 2 is the perspective view of the construction formwork foundation template shown in Fig. 1.
Fig. 3 is the front view of the foundation template shown in Fig. 2.
Fig. 4 is the use state diagram of construction formwork shown in Fig. 1.
[specific embodiment]
In order to make the purpose of this utility model, technical scheme and advantage are clearer, below in conjunction with drawings and Examples, the utility model are further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Refer to accompanying drawing 1, a kind of construction formwork 10 that the utility model provides, it comprises wall form 101 and foundation template 102, the size adjustment of the body of wall that the large I of wall form 102 is built as required, and wall form 101 is fixedly connected in foundation template 102 by screw 103.
Refer to Fig. 2-Fig. 3, foundation template 102, entire body adopts metallic aluminium to make, and it comprises a top board 1021, a sidewall 1022 and an intermediate plate 1023.Whole template is one-body molded, and wherein sidewall 1022 is positioned at top board 1,021 one lateral edges, and perpendicular to top board 1021, intermediate plate 1023 is vertically connected at top board 1021 and between the two edges of top board 1021, intermediate plate 1023 is parallel to each other with side plate 1022.Intermediate plate 1023 to the distance of sidewall 1022 is less than 0.5 times of top board 1021 width and is greater than 0.2 times of top board 1021 width.Top board 1021, side plate 1022 and intermediate plate 1023 surround a gum-injecting port 1024 jointly.
Top board 1021, is platy structure, and its width is 1 centimetre to 50 centimetres.At top board 1021 length direction one lateral edges, have one first wall extension 10211, this first wall extension 10211 is perpendicular to top board 1021.On top board 1021, near on the position of the first wall extension 10211, be respectively arranged with two screw through-hole 10212.
Sidewall 1022, is highly 1 centimetre to 50 centimetres, at it, near bottom margin and near on the position of gum-injecting port 1024 interior side directions, has a cuboid projection 10221.
Intermediate plate 1023, is cuboid plate brick, is highly 1 centimetre to 45 centimetres.
Refer to accompanying drawing 4, during use, the length of the body of wall of building according to need is stitched together a plurality of construction formworks 10, is spliced into the shape of the body of wall that need to build.On gum-injecting port 1024, inject solid-state glue, the gap being spliced to form 104 and this construction formwork 10 can be placed on to gap 105 sealings that 20Yu ground, ground 20 forms between construction formwork 10.
Compared with prior art, the top board 1021 of the foundation template 102 of this construction formwork 10, side plate 1022, intermediate plate 1023 surround a gum-injecting port 1024, at this gum-injecting port 1024, inject solid-state glue, gap 104,105 can be blocked, when building body of wall, concrete can not spill from gap 104,105, can prevent " rotten " phenomenon that does not sternly cause running pulp, body of wall root totally not to form because of template splicing.Intermediate plate 1023 to the distance of sidewall 1022 is less than 0.5 times of top board 1021 width and is greater than 0.2 times of top board 1021 width.The size of the gum-injecting port that top board 1021, side plate 1022, intermediate plate 1023 surround is like this for best, glue toward 1024 li of injections of gum-injecting port can just be blocked gap 104,105, can not cause the waste of solid-state glue also can not cause not because of the glue of gum-injecting port 1024 too little injections blocking closely gap 104,105 because gum-injecting port 1024 is too large.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all any modifications of doing within principle of the present utility model, are equal to and replace and within improvement etc. all should be included in protection domain of the present utility model.
Claims (10)
1. a construction formwork, comprise a wall form and a foundation template, wall form is connected in foundation template, foundation template is placed on the ground, it is characterized in that: foundation template further comprises a top board, a sidewall and an intermediate plate, intermediate plate is vertically connected at top board and between the two edges of top board, top board, sidewall and intermediate plate surround a gum-injecting port jointly.
2. construction formwork as claimed in claim 1, is characterized in that: intermediate plate to the distance of sidewall is less than 0.5 times of top board width and is greater than 0.2 times of top board width.
3. construction formwork as claimed in claim 1, is characterized in that: wall form is connected by fastening devices with foundation template.
4. construction formwork as claimed in claim 1, is characterized in that: sidewall is vertically connected at a wherein edge of top board.
5. construction formwork as claimed in claim 4, is characterized in that: top board further comprises one first wall extension, and this first wall extension is positioned at top board one lateral edges and vertical with top board.
6. construction formwork as claimed in claim 4, is characterized in that: on top board, near on the position of the first wall extension, be provided with at least two through holes.
7. construction formwork as claimed in claim 4, is characterized in that: near sidewall bottom margin and in gum-injecting port, on the position of side direction, having a cuboid projection.
8. the construction formwork as described in claim as arbitrary in claim 1-7, is characterized in that: the width of top board is 1 centimetre to 50 centimetres.
9. the construction formwork as described in claim as arbitrary in claim 1-7, is characterized in that: the height of sidewall is 1 centimetre to 50 centimetres.
10. the construction formwork as described in claim as arbitrary in claim 1-7, is characterized in that: the height of intermediate plate is 1 centimetre to 45 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420014562.7U CN203769300U (en) | 2014-01-09 | 2014-01-09 | Building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420014562.7U CN203769300U (en) | 2014-01-09 | 2014-01-09 | Building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769300U true CN203769300U (en) | 2014-08-13 |
Family
ID=51286504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420014562.7U Expired - Fee Related CN203769300U (en) | 2014-01-09 | 2014-01-09 | Building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203769300U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295738A (en) * | 2019-06-21 | 2019-10-01 | 中国一冶集团有限公司 | Shear wall formwork structure and construction method |
-
2014
- 2014-01-09 CN CN201420014562.7U patent/CN203769300U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295738A (en) * | 2019-06-21 | 2019-10-01 | 中国一冶集团有限公司 | Shear wall formwork structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160812 Address after: 518000 Guangdong city of Shenzhen province Futian District Fuhua Road No. 115 building 3 unit 01-4 investment bank Patentee after: Shenzhen Ming Rui Technology Co.,Ltd. Weikang Address before: 502, room 3, Huaxing street, Huizhou freshwater Street office, Huiyang District, Guangdong 516211, China Patentee before: Su Hongfei |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170301 Address after: 518000 Guangdong city of Shenzhen province Luohu District Wong Pui Street Jinxing villa Chunfeng road building 51 Patentee after: Shi Lili Address before: 518000 Guangdong city of Shenzhen province Futian District Fuhua Road No. 115 building 3 unit 01-4 investment bank Patentee before: Shenzhen Ming Rui Technology Co.,Ltd. Weikang Effective date of registration: 20170301 Address after: 518000 Guangdong city of Shenzhen province Luohu District Wong Pui Street Jinxing villa Chunfeng road building 51 Patentee after: Huayue Environmental Technology (Shenzhen) Co.,Ltd. Address before: 518000 Guangdong city of Shenzhen province Luohu District Wong Pui Street Jinxing villa Chunfeng road building 51 Patentee before: Shi Lili |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20210126 Address after: 518000 28-h, block a, Guanghao International Center, intersection of Meilong road and Zhongmei Road, Daling community, Minzhi street, Longhua District, Shenzhen City, Guangdong Province Patentee after: Wanhe Industrial Development (Shenzhen) Co.,Ltd. Address before: 518000 building 51, Jinxing villa, Chunfeng Road, Huangbei street, Luohu District, Shenzhen City, Guangdong Province Patentee before: Huayue Environmental Technology (Shenzhen) Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 Termination date: 20220109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |