CN201133075Y - Cast-in-place concrete wall combination type great formwork - Google Patents
Cast-in-place concrete wall combination type great formwork Download PDFInfo
- Publication number
- CN201133075Y CN201133075Y CNU2007200419769U CN200720041976U CN201133075Y CN 201133075 Y CN201133075 Y CN 201133075Y CN U2007200419769 U CNU2007200419769 U CN U2007200419769U CN 200720041976 U CN200720041976 U CN 200720041976U CN 201133075 Y CN201133075 Y CN 201133075Y
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- CN
- China
- Prior art keywords
- templates
- concrete wall
- large form
- groups
- large templates
- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to combined large templates of a cast-in-situ concrete wall body. Two groups of combined large templates in the width of the wall body are arranged, the upper ends of the combined large templates are connected with pinch plates, the middle and the lower parts are provided with screw bolts which pass through the wall to enable the distance between the two groups of large templates is the width of the wall body. The outsides of the two groups of large templates are respectively provided with steel bars, the outsides of which are provided with a support tripod, the two extension edges of which push against the steel bars, and the steel bars push against the combined large templates. The triangular top end of a supporting device is provided with adjusting screws which adjust the vertical position of the supporting device. The top parts of the steel bars are provided with an operation platform composed by triangular brackets. In the direction of the side surface of the combined templates, a ladder stand is connected on the operating platform to enable operators to work up and down. The combined large templates of the cast-in-situ concrete wall body have convenient disassembly and good versatility when reusing the large templates, can adjust the size of the lager templates to adapt to the changes of different bay and depth and can fully utilize the materials.
Description
Affiliated technical field
The utility model relates to a kind of combined type large form of in-situ concrete wall.
Background technology
The large form of in-situ concrete wall has the monolithic large form, is the size by building body of wall, and template plate face structure and support system, operating platform parts spelling are welded into integral body.Its weak point is: because a plurality of parts spellings are welded into integral body, and the dismounting difficulty, when reusing large form, versatility is poor, can waste some materials unavoidably.
The utility model content
The purpose of this utility model is the combined type large form that a kind of in-situ concrete wall is provided in order to address the above problem, and convenient disassembly is when reusing large form, versatility is good, the size of large form can be adjusted,, material can be made full use of to adapt to the variation of the different standard widths of a room in an old-style house, depth size.
The technical scheme that its technical problem that solves the utility model adopts is: the width with body of wall is provided with two groups of combination large forms, upper end at the combination large form is connected with buckle, in the combination large form, through-wall bolt is arranged at the bottom, guarantees that like this two groups of distances between the combination large form are width of body of wall.The outside at two groups of combination large forms has reinforcing bar respectively, in the outside of reinforcing bar supporting mechanism is arranged.Supporting mechanism is a triangle, and two prolongation limit is against on the reinforcing bar, and reinforcing bar is against on the combination large form.Apex at supporting mechanism is provided with set screw, regulates the vertical position of supporting mechanism.Also there is triangular supports to construct operating platform on the top of reinforcing bar, protective devices such as grille are set on operating platform.On the side surface direction of combination large form, there is cat ladder to be connected on the operating platform, for operating personnel's operation up and down.
Effective effect of the present utility model is to use the combined type large form of in-situ concrete wall of the present utility model, convenient disassembly, when reusing large form, versatility is good, can adjust the size of large form, to adapt to the variation of the different standard widths of a room in an old-style house, depth size, can make full use of material.
Description of drawings
Figure is the combined type large form structural representation of in-situ concrete wall of the present utility model.1-through-wall bolt among the figure, the 2-reinforcing bar, the 3--set screw, 4-support triangle frame, 5-makes up large form, 6--grille, 7--operating platform, 8--buckle, 9-body of wall.
The specific embodiment
Width with body of wall (9) is provided with two groups of combination large forms (5), upper end at combination large form (5) is connected with buckle (8), in combination large form (5), through-wall bolt (1) is arranged at the bottom, guarantees that like this distances between two groups of combination large forms (5) are width of body of wall.The outside at two groups of combination large forms (5) has reinforcing bar (2) respectively, in the outside of reinforcing bar (2) support triangle shape frame (4) is arranged, and two prolongation limit is against on the reinforcing bar (2), and reinforcing bar (2) is against on the combination large form (5).Top at support triangle frame (4) frame is provided with set screw (3), regulates the vertical position of supporting mechanism.Also there is triangular supports to construct operating platform (7) on the top of reinforcing bar (2), grille protective devices such as (6) is set on operating platform (7).On the side surface direction of combination large form (5), there is cat ladder to be connected on the operating platform (7), for operating personnel's operation up and down.
Claims (3)
1, the combined type large form of in-situ concrete wall, it is characterized in that: the width with body of wall is provided with two groups of combination large forms, upper end at the combination large form is connected with buckle, in the combination large form, through-wall bolt is arranged at the bottom, the outside at two groups of combination large forms has reinforcing bar respectively, in the outside of reinforcing bar the support triangle frame is arranged, two prolongs the limit and is against on the reinforcing bar, reinforcing bar is against on the combination large form, apex at supporting mechanism is provided with set screw, also has triangular supports to construct operating platform on the top of reinforcing bar.
2, the combined type large form of in-situ concrete wall according to claim 1 is characterized in that: grille is set on operating platform.
3, the combined type large form of in-situ concrete wall according to claim 1 is characterized in that: on the side surface direction of combination large form, have cat ladder to be connected on the operating platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200419769U CN201133075Y (en) | 2007-12-03 | 2007-12-03 | Cast-in-place concrete wall combination type great formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200419769U CN201133075Y (en) | 2007-12-03 | 2007-12-03 | Cast-in-place concrete wall combination type great formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201133075Y true CN201133075Y (en) | 2008-10-15 |
Family
ID=40061348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200419769U Expired - Fee Related CN201133075Y (en) | 2007-12-03 | 2007-12-03 | Cast-in-place concrete wall combination type great formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201133075Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563121A (en) * | 2014-12-25 | 2015-04-29 | 贵州省交通规划勘察设计研究院股份有限公司 | Retaining wall construction device based on multilayer template |
| CN104652472A (en) * | 2014-12-25 | 2015-05-27 | 贵州省交通规划勘察设计研究院股份有限公司 | Retaining wall construction device |
-
2007
- 2007-12-03 CN CNU2007200419769U patent/CN201133075Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563121A (en) * | 2014-12-25 | 2015-04-29 | 贵州省交通规划勘察设计研究院股份有限公司 | Retaining wall construction device based on multilayer template |
| CN104652472A (en) * | 2014-12-25 | 2015-05-27 | 贵州省交通规划勘察设计研究院股份有限公司 | Retaining wall construction device |
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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: 20081015 Termination date: 20161203 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |