CN201071596Y - Wall template - Google Patents
Wall template Download PDFInfo
- Publication number
- CN201071596Y CN201071596Y CNU2007201271059U CN200720127105U CN201071596Y CN 201071596 Y CN201071596 Y CN 201071596Y CN U2007201271059 U CNU2007201271059 U CN U2007201271059U CN 200720127105 U CN200720127105 U CN 200720127105U CN 201071596 Y CN201071596 Y CN 201071596Y
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- China
- Prior art keywords
- voussoir
- side board
- plate
- utility
- head
- 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 relates to a wall template for using the concrete for pouring the wall during the building construction process, the utility model aims at solving the technical problems of troublesome operations of support and template removal of the prior wall templates and low working efficiency, the utility model adopts the following technical proposal: the wall template comprises an inner template (1), an outer template (2), an end sealing board (3) and a connecting device (4). The connecting device (4) comprises a wedge block (5) and a bolt fastening device (6), and a long strip-shaped hole (8) is arranged on the wedge block (5). The bolt fastening device (6) penetrates a connecting hole (15) on a side board (7) and the long strip-shaped hole (8) on the wedge block (5) to connect the wedge block (5) and the side board (7), the thicker end of the wedge block (5) is contacted with the outer surface (21) of the end sealing board (3), and the thinner end of the wedge block (5) is contacted with the outer surface (17) of the side board (7). The operations of installation, support and template removal of the utility model are simple and the working efficiency is high.
Description
Technical field:
The utility model relates to a kind of wall form that is used to adopt the concrete pouring body of wall in building construction process.
Background technology:
The load bearing wall of highrise building generally adopts concrete pouring at present, and non generally adopts fillings such as air-entrained concrete building block or building-block to build by laying bricks or stones.In the junction of load bearing wall and non, the fluid concrete body of wall need have the wall form of end-plate.Also have, the concrete wall of the both sides of the hole of cast building, pier etc. also needs to have the wall form of end-plate.Above-mentioned concrete wall at first needs to install and supports wall form in building course, and fluid concrete in wall form is removed wall form after the concrete setting by the time more then.The wall form that the above-mentioned body of wall of present cast generally adopts comprises inner formword, exterior sheathing, end-plate and bolt clamp device, keeps certain spacing between inner formword and the exterior sheathing, for the fluid concrete body of wall.Have connecting hole on the side board of inner formword and exterior sheathing, close two side edge of end-plate have corresponding connecting hole, and end-plate is fixed on the side board of inner formword and exterior sheathing by bolt clamp device and connecting hole.This wall form need pass the bolt of bolt clamp device the connecting hole on end-plate and the side board when support is installed, nut is screwed on bolt again.When the demoulding, the nut of bolt clamp device need be screwed off from bolt, extract bolt the connecting hole on end-plate and side board out again after, inner formword, exterior sheathing and end-plate could be removed.Therefore, this wall form is installed the complex operation of the support and the demoulding, inefficiency.
Summary of the invention:
The technical problems to be solved in the utility model is that existing wall form is installed the complex operation of the support and the demoulding, inefficiency.For solving this technical problem, the utility model is by the following technical solutions: wall form, comprise inner formword 1, exterior sheathing 2, end-plate 3 and linkage 4, the external surface 17 of the inner surface 16 difference inner formwords 1 of end-plate 4 close two sides and the side board 7 of exterior sheathing 2 contacts, and has connecting hole 15 on the side board 7 of inner formword 1 and exterior sheathing 2.Its special character is: linkage 4 comprises voussoir 5 and bolt clamp device 6, has strip hole 8 on the voussoir 5.Connecting hole 15 and the strip hole 8 on the voussoir 5 that bolt clamp device 6 passes on the side board 7 link together voussoir 5 and side board 7, a thicker end of voussoir 5 contacts with the external surface 21 of end-plate 3, and thin end of voussoir 5 contacts with the external surface 17 of side board 7.
Above-mentioned position relation between inner formword 1 of the present utility model, exterior sheathing 2, end-plate 3 and the linkage 4 and annexation are meant in the position relation and the annexation of installing under the holding state, i.e. relation of position under user mode and annexation.When the utility model was in demoulding state, position relation and annexation between inner formword 1, exterior sheathing 2, end-plate 3 and the linkage 4 will change.Still be in demoulding state no matter be in the installation holding state, all in protection domain of the present utility model.Voussoir 5 cooperatively interacts with bolt clamp device 6, with end-plate 3 wedging on the side board 7 of inner formword 1 and exterior sheathing 2, and produces self-locking action.Voussoir 5 can adopt wedge, and wedge has two planes, and the angle between two planes can make voussoir 5 produce self-locking action between end-plate 3, side board 7 and bolt clamp device 6.Voussoir 5 can also adopt T-shaped.
Should appropriate mix between the length of the height of T-head 9 and wedge body 10, make voussoir 5 can produce self-locking action.
The T-head 9 of voussoir 5 of the present utility model is square, and wedge body 10 is vertical with T-head 9, and the limit 11 that being used for of T-head 9 contacts with the external surface 21 of end-plate 3 is parallel to each other with the surface 12 of wedge body 10.
Owing to the utlity model has voussoir 5 and bolt clamp device 6, as long as knock voussoir 5 to the direction that can make voussoir 5 wedgings with hammer, voussoir 5 just can be locked in end-plate 3 on the side board 7 of inner formword 1 and exterior sheathing 2, finishes installation support operation of the present utility model.As long as knock voussoir 5 with hammer to the direction that voussoir 5 is unclamped, voussoir 5 just can be removed the lock-out state between the side board 7 of end-plate 3 and inner formword 1 and exterior sheathing 2, finishes stripping operation.Therefore, compare with existing wall form, the utility model installation support and stripping operation are simple, high efficiency.Particularly the utility model adopts T-shaped voussoir 5, is convenient to more knock voussoir 5, makes installation support of the present utility model and stripping operation simpler, and operating efficiency improves greatly.
Description of drawings:
Fig. 1 is a stereogram of the present utility model;
Fig. 2 is the sectional view of annexation between inner formword 1 among Fig. 1, exterior sheathing 2, end-plate 3 and the linkage 4;
Fig. 3 is the A portion enlarged drawing among Fig. 2;
Fig. 4 is the stereogram of voussoir 5 among Fig. 3;
Fig. 5 is the front view of voussoir 5 among Fig. 3;
The left view of voussoir 5 among Fig. 6 Fig. 3.
The specific embodiment:
Below in conjunction with accompanying drawing embodiment of the present utility model is described in detail.
To shown in Figure 6, present embodiment is a kind of wall form that is used for the fluid concrete body of wall that uses in building construction process as Fig. 1, and it comprises inner formword 1, exterior sheathing 2, end-plate 3 and linkage 4.Inner formword 1 and exterior sheathing 2 all have flat board 13, reinforcing rib 14 and side board 7, all have connecting hole 15 on the side board 7 of inner formword 1 and exterior sheathing 2.Linkage 4 comprises voussoir 5 and bolt clamp device 6.Voussoir 5 is T-shaped, and it has T-head 9 and wedge body 10.Have strip hole 8 on the wedge body 10, the line of symmetry longitudinally in strip hole 8 is vertical with T-head 9.The T-head 9 of voussoir 5 is square, and wedge body 10 is vertical with T-head 9, and the limit 11 that being used for of T-head 9 contacts with the external surface 21 of end-plate 3 is parallel to each other with the surface 12 of wedge body 10.Bolt clamp device 6 comprises bolt 18, nut 19 and packing ring 20.Connecting hole 15 and the strip hole 8 on the voussoir 5 that bolt clamp device 6 passes on the side board 7 link together voussoir 5 and side board 7.The external surface 17 of the inner surface 16 difference inner formwords 1 of end-plate 4 close two sides and the side board 7 of exterior sheathing 2 contacts.T-head 9 contacts with the external surface 21 of end-plate 3 as a thicker end of voussoir 5, and the tail end of wedge body 10 contacts with the external surface 17 of side board 7 as thin end of voussoir 5.
During use, at first will support be installed to the utility model, the basic operational steps that support is installed is:
The first, with the placement that is parallel to each other of inner formword 1 and exterior sheathing 2, the distance between two relative surfaces of both flat boards 13 equates with the thickness of the concrete wall that will pour into a mould.
The second, end-plate 3 is placed on an end of inner formword 1 and exterior sheathing 2, the inner surface 16 of the close dual-side of end-plate 3 is contacted with the external surface 17 of the side board 7 of inner formword 1 and exterior sheathing 2.
The 3rd, the direction of adjustment voussoir 5 makes the limit 11 of T-head 9 contact with the external surface 21 of end-plate 3, and the tail end of wedge body 10 contacts with the external surface 17 of side board 7.Outwards knock T-head 9 with hammer, make voussoir 5 wedgings.At this moment, end-plate 3 is locked on the side board 7 of inner formword 1 and exterior sheathing 2 by voussoir 5 and bolt clamp device 6, can be in the utility model fluid concrete.
After concrete wall solidifies, need the demoulding, the basic operational steps of the demoulding is:
The first, inwardly knock T-head 9 with hammer, voussoir 5 is unclamped.At this moment, unlock between the side board 7 of end-plate 3 and inner formword 1 and exterior sheathing 2.
The second, the direction of adjustment voussoir 5 makes voussoir 5 break away from end-plates 3.
The 3rd, remove end-plate 3, inner formword 1 and exterior sheathing 2.
Claims (3)
1. wall form, comprise inner formword (1), exterior sheathing (2), end-plate (3) and linkage (4), the external surface (17) of inner surface (16) the difference inner formword (1) of close two sides of end-plate (4) and the side board (7) of exterior sheathing (2) contacts, and has connecting hole (15) on the side board (7) of inner formword (1) and exterior sheathing (2); It is characterized in that: linkage (4) comprises voussoir (5) and bolt clamp device (6), has strip hole (8) on the voussoir (5); Connecting hole (15) and the strip hole (8) on the voussoir (5) that bolt clamp device (6) passes on the side board (7) link together voussoir (5) and side board (7), a thicker end of voussoir (5) contacts with the external surface (21) of end-plate (3), and thin end of voussoir (5) contacts with the external surface (17) of side board (7).
2. wall form according to claim 1 is characterized in that: voussoir (5) is T-shaped, and it has T-head (9) and wedge body (10); Strip hole (8) is on wedge body (10), and its line of symmetry longitudinally is vertical with T-head (9); T-head (9) contacts with the external surface (21) of end-plate (3) as a thicker end of voussoir (5), and the tail end of wedge body (10) contacts with the external surface (17) of side board (7) as thin end of voussoir (5).
3. wall form according to claim 1, it is characterized in that: the T-head (9) of voussoir (5) is square, wedge body (10) is vertical with T-head (9), and the limit (11) that being used for of T-head (9) contacts with the external surface (21) of end-plate (3) is parallel to each other with the surface (12) of wedge body (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201271059U CN201071596Y (en) | 2007-07-31 | 2007-07-31 | Wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201271059U CN201071596Y (en) | 2007-07-31 | 2007-07-31 | Wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201071596Y true CN201071596Y (en) | 2008-06-11 |
Family
ID=39550153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201271059U Expired - Fee Related CN201071596Y (en) | 2007-07-31 | 2007-07-31 | Wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201071596Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102139510A (en) * | 2010-12-30 | 2011-08-03 | 长治市漳山粉煤灰高新开发有限公司 | Standard joint mould for producing construction external wall concrete hanging column |
| CN102465595A (en) * | 2010-11-06 | 2012-05-23 | 吴和生 | Template for concrete pouring wall |
| CN102465596A (en) * | 2010-11-06 | 2012-05-23 | 吴和生 | Template with door frame for concrete pouring wall |
| CN107514138A (en) * | 2017-08-18 | 2017-12-26 | 杨磊 | Fast assembling-disassembling building template system and its construction method |
-
2007
- 2007-07-31 CN CNU2007201271059U patent/CN201071596Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102465595A (en) * | 2010-11-06 | 2012-05-23 | 吴和生 | Template for concrete pouring wall |
| CN102465596A (en) * | 2010-11-06 | 2012-05-23 | 吴和生 | Template with door frame for concrete pouring wall |
| CN102139510A (en) * | 2010-12-30 | 2011-08-03 | 长治市漳山粉煤灰高新开发有限公司 | Standard joint mould for producing construction external wall concrete hanging column |
| CN107514138A (en) * | 2017-08-18 | 2017-12-26 | 杨磊 | Fast assembling-disassembling building template system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: ZHONGQI JIAOJIAN GROUP CO., LTD. Free format text: FORMER NAME: QINGDAO JIAOZHOU CONSTRUCTION GROUP CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 266310 No. 92 South Fuzhou Road, Shandong, Jiaozhou Co-patentee after: Qingdao Zhongzhu PropertiesCo., Ltd. Patentee after: Zhongqi Jiaojian Group Co., Ltd. Address before: 266310 No. 92 South Fuzhou Road, Shandong, Jiaozhou Co-patentee before: Qingdao Zhongzhu PropertiesCo., Ltd. Patentee before: Qingdao Jiaozhou Construction Group Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080611 Termination date: 20130731 |