CN203200719U - Hanging type slope pouring template device - Google Patents
Hanging type slope pouring template device Download PDFInfo
- Publication number
- CN203200719U CN203200719U CN 201320240585 CN201320240585U CN203200719U CN 203200719 U CN203200719 U CN 203200719U CN 201320240585 CN201320240585 CN 201320240585 CN 201320240585 U CN201320240585 U CN 201320240585U CN 203200719 U CN203200719 U CN 203200719U
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- template
- hanging type
- fixedly connected
- working stand
- column
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Abstract
A hanging type slope pouring template device comprises a template. The back face of the template is fixedly connected with enclosing purlins, one ends of a plurality of stays are fixedly connected with stand columns inside a concrete bin, the other ends of the stays are fixedly connected with the enclosing purlins after penetrating through the template, and a working ladder is fixedly connected to the enclosing purlins. According to the hanging type slope pouring template device, the template is fixed through the stand columns inside the concrete bin and the stays, and a hanging type slope pouring template is formed. Compared with the common construction method of building a hanging framed bent platform, the construction method overcomes the defects that frame bent building and disassembling are large in workload, low in construction progress, high in construction cost and the like, and benefit is brought to operation personnel when the operation personnel conduct template installation, reinforcing and later disassembling construction safely and conveniently in hanging concave working portions.
Description
Technical field
The utility model belongs to the concrete blinding field, especially a kind of hanging type adverse slope plate device.
Background technology
In construction work, usually run into the adverse slope concrete structure, the bracket structure position of concrete dam dam crest upstream and downstream face for example, conventional job practices is to take to set up the work such as installation, reinforcing and later stage dismounting of unsettled framed bent platform to finish template, because Seeding location is in the space of unsettled indent, framed bent is set up, template is installed and it is very difficult to remove, security risk is large in the work progress, and framed bent sets up and removes that workload is large, and progress is slow, and construction cost is high.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of hanging type adverse slope plate device, can satisfy operating personnel carry out template safely, easily at the Seeding location of unsettled indent installation, reinforcing and later stage Demolition Construction needs.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of hanging type adverse slope plate device, comprise template, the back side of template with enclose purlin and be fixedly connected with, one end of many tie rods is fixedly connected with column in the concrete storehouse, the other end of tie rod passes after the template and encloses purlin and be connected, and encloses to be fixedly connected with working stand on the purlin.
The back side of template by iron wire with enclose the purlin colligation and fix.
Column is the triangle pylon, and the bottom of column is embedded in the pouring concrete in the face of storehouse, and a side of column is connected with pre-buried dowel in the storehouse by many anti-stay cords.
Working stand is welded with vertical with it oblique steel pipe by the many horizontal steel tubes that are parallel to each other, and is provided with multistage marking time on the working stand, and oblique steel pipe upper end is connected with column by main stay cord, the working stand bottom by many auxiliary stay cords with enclose purlin and be connected.
The hypomere of the oblique steel pipe of working stand both sides is fixedly connected with sub-truss on being arranged on storehouse basifacial pouring concrete wall.
Also be provided with safety net under the working stand.
The hanging type adverse slope plate device that the utility model provides, by being fixed on column and the tie rod fixed form in the concrete storehouse, form hanging type adverse slope template, compare with the conventional construction mode of setting up unsettled framed bent platform, not only overcome the workload that framed bent sets up and remove large, construction speed is slow, the problems such as construction cost height, and be conducive to operating personnel carry out template safely, easily at the Seeding location of unsettled indent installation, reinforcing and later stage Demolition Construction.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is front view of the present utility model;
Fig. 2 is top view of the present utility model;
Fig. 3 is installation of the present utility model and dismounting schematic diagram.
The specific embodiment
As depicted in figs. 1 and 2, the utility model comprises template 1, and the back side of template 1 is fixedly connected with enclosing purlin 3, and an end of many tie rods 5 is fixedly connected with column 2 in the concrete storehouse, the other end of tie rod 5 passes after the template 1 and encloses purlin 3 and be connected, and encloses to be fixedly connected with working stand 4 on the purlin 3.
The back side of template 1 by iron wire with enclose purlin 3 colligations and fix.
Column 2 is the triangle pylon, and the bottom of column 2 is embedded in the pouring concrete in the face of storehouse, and a side of column 2 is connected with pre-buried dowel 7 in the storehouse by many anti-stay cords 6.
Working stand 4 is welded with vertical with it oblique steel pipe by the many horizontal steel tubes that are parallel to each other, and is provided with multistage marking time on the working stand 4, and oblique steel pipe upper end is connected with column 2 by main stay cord 8, working stand 4 bottoms by many auxiliary stay cords 9 with enclose purlin 3 and be connected.
The hypomere of the oblique steel pipe of working stand 4 both sides is fixedly connected with sub-truss 10 on being arranged on storehouse basifacial pouring concrete wall, sub-truss 10 is the triangular truss structure, and sub-truss 10 is fixedly connected with embedded anchor cone 11 in the concrete wall by bolt.
Working stand also is provided with safety net 12 4 times.
Template 1 adopts combined steel formwork.
The quantity of column 2 is more than two or two.
As shown in Figure 3, installation of the present utility model and unloading process are as follows:
1) in the concrete pouring construction of front storehouse, bury pre-buried dowel 7, column 2 and embedded anchor cone 11 underground by designing requirement, when treating that concrete reaches some strength, anti-stay cord 6 and sub-truss 10 are installed.
2) under the cooperation of crane the oblique steel pipe of working stand 4 both sides is being fixedly connected on the sub-truss 10, the main stay cord 8 of oblique steel pipe upper end is connected with column 2.
3) operating personnel cooperatively interact in working stand 4 and storehouse face respectively, the installation of carrying out template, enclosing purlin.Sequence of construction is carried out from bottom to top successively, and successively tie rod 5 is fastened on the column 2 on request, on request the auxiliary stay cord 9 of working stand 4 is fastened on simultaneously and encloses on the purlin 3, and hang the safety net 11 of working stand 4 bottoms.
4) complete when concreting and reach some strength after, the cat ladder 13 that operating personnel utilize the position in storehouse side to set up comes downwards to form removal on the working stand 4.During form removal, keep first the main stay cord 8 on the working stand 4, from top to bottom successively stripping, enclose purlin and auxiliary stay cord 9, and be carried in the face of storehouse by cat ladder 13, under the cooperation of crane, working stand 4 and sub-truss 10 are removed at last.
Claims (6)
1. hanging type adverse slope plate device, comprise template (1), it is characterized in that: the back side of template (1) with enclose purlin (3) and be fixedly connected with, one end of many tie rods (5) is fixedly connected with column (2) in the concrete storehouse, the other end of tie rod (5) passes after the template (1) and encloses purlin (3) and be connected, and encloses to be fixedly connected with working stand (4) on the purlin (3).
2. hanging type adverse slope plate device according to claim 1 is characterized in that: the back side of template (1) by iron wire with enclose purlin (3) colligation and fix.
3. hanging type adverse slope plate device according to claim 1, it is characterized in that: column (2) is the triangle pylon, the bottom of column (2) is embedded in the pouring concrete in the face of storehouse, and a side of column (2) is connected with pre-buried dowel (7) in the storehouse by many anti-stay cords (6).
4. hanging type adverse slope plate device according to claim 1, it is characterized in that: working stand (4) is welded with vertical with it oblique steel pipe by the many horizontal steel tubes that are parallel to each other, working stand is provided with multistage marking time on (4), oblique steel pipe upper end is connected with column (2) by main stay cord (8), working stand (4) bottom by many auxiliary stay cords (9) with enclose purlin (3) and be connected.
5. it is characterized in that according to claim 1 or 4 described hanging type adverse slope plate devices: the hypomere of the oblique steel pipe of working stand (4) both sides is fixedly connected with sub-truss (10) on being arranged on storehouse basifacial pouring concrete wall.
6. it is characterized in that: also be provided with safety net (12) under the working stand (4) according to claim 1 or 4 described hanging type adverse slope plate devices.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320240585 CN203200719U (en) | 2013-05-07 | 2013-05-07 | Hanging type slope pouring template device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320240585 CN203200719U (en) | 2013-05-07 | 2013-05-07 | Hanging type slope pouring template device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203200719U true CN203200719U (en) | 2013-09-18 |
Family
ID=49144843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320240585 Expired - Fee Related CN203200719U (en) | 2013-05-07 | 2013-05-07 | Hanging type slope pouring template device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203200719U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476573A (en) * | 2017-08-25 | 2017-12-15 | 上海二十冶建设有限公司 | A kind of formwork reinforcement support system of inverted tubaeform arc shear wall |
| 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 |
| CN112282350A (en) * | 2020-09-28 | 2021-01-29 | 上海二十冶建设有限公司 | High-altitude large-cantilever curved surface open type cylinder concrete structure support-free construction method |
-
2013
- 2013-05-07 CN CN 201320240585 patent/CN203200719U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476573A (en) * | 2017-08-25 | 2017-12-15 | 上海二十冶建设有限公司 | A kind of formwork reinforcement support system of inverted tubaeform arc shear wall |
| 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 |
| CN112282350A (en) * | 2020-09-28 | 2021-01-29 | 上海二十冶建设有限公司 | High-altitude large-cantilever curved surface open type cylinder concrete structure support-free 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130918 Termination date: 20200507 |