CN210621625U - Device for preventing concrete inclined plane template from floating upwards - Google Patents
Device for preventing concrete inclined plane template from floating upwards Download PDFInfo
- Publication number
- CN210621625U CN210621625U CN201920967656.9U CN201920967656U CN210621625U CN 210621625 U CN210621625 U CN 210621625U CN 201920967656 U CN201920967656 U CN 201920967656U CN 210621625 U CN210621625 U CN 210621625U
- Authority
- CN
- China
- Prior art keywords
- inclined plane
- steel pipe
- plane template
- concrete
- reinforcing bar
- 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.)
- Active
Links
Images
Abstract
The utility model belongs to slope face concrete construction field in concrete flood discharge canal construction, concretely relates to prevent concrete inclined plane template come-up device, including inclined plane template and seamless steel pipe, the inclined plane template mounting is on the domatic in flood discharge canal both sides, the reinforcing bar is installed perpendicularly to the inclined plane template, the reinforcing bar is along the flood discharge canal direction set up one row in the inclined plane template, the inclined plane steel pipe has been placed on the reinforcing bar, seamless steel pipe passes through wire rope and the pre-buried ring fixed connection in flood discharge ditch bottom surface. The utility model discloses simple structure drops into low, the installation is simple, but reuse.
Description
Technical Field
The utility model belongs to slope face concrete construction field in concrete flood discharge canal construction, concretely relates to prevent concrete inclined plane template come-up device.
Background
The sloping domatic concrete construction of concrete drainage canal limit arouses the come-up of template easily, causes the problem of engineering quality, and current way adopts full hall frame, though full hall support method can solve this problem, but the installation of full hall support is time-consuming and labourious, consequently needs a simpler method, prevents the concrete inclined plane template come-up.
SUMMERY OF THE UTILITY MODEL
To the technical problem who exists among the prior art, the utility model aims to provide a prevent concrete inclined plane template come-up device, in order to realize above-mentioned purpose, the utility model discloses the technical scheme who adopts does:
the utility model provides a prevent concrete inclined plane template come-up device, includes inclined plane template and seamless steel pipe, the inclined plane template mounting is on flood discharge canal both sides are domatic, the reinforcing bar is installed perpendicularly to the inclined plane template, the reinforcing bar is along flood discharge canal direction set up one row on the inclined plane template, the inclined plane steel pipe has been placed on the reinforcing bar, seamless steel pipe passes through wire rope and the pre-buried ring fixed connection in flood discharge canal bottom surface.
Preferably, two ends of the seamless steel pipe are overlapped on the inclined steel pipe and are connected and fixed by a steel pipe fastener
Preferably, two ends of the seamless steel pipe are welded with limiting blocks.
Preferably, the steel bars are fixed with the steel bar mesh on the inner side of the inclined formwork.
The utility model provides a pair of prevent concrete inclined plane template come-up device, simple structure drops into low, the installation is simple, but reuse.
Drawings
FIG. 1 is a schematic view of a device for preventing concrete inclined form from floating;
in the figure, 1, an inclined formwork 2, a steel bar 3, an inclined steel pipe 4, a seamless steel pipe 5, a limiting block 6, a steel wire rope 7 and an embedded ring
Detailed Description
For further description of the present invention, the concrete inclined form floating-up preventing device is further described below with reference to the accompanying drawings.
In fig. 1: the utility model provides a prevent concrete inclined plane template come-up device, includes inclined plane template 1 and seamless steel pipe 4, inclined plane template 1 installs on flood discharge canal both sides are domatic, reinforcing bar 2 is installed perpendicularly to inclined plane template 1, reinforcing bar 2 is fixed with the reinforcing bar net piece of 1 inboard of inclined plane template, reinforcing bar 2 is along the flood discharge canal direction set up one row on the inclined plane template 1, place inclined plane steel pipe 3 on the reinforcing bar 2, 4 both ends of seamless steel pipe are taken to establish on inclined plane steel pipe 3 and are connected fixedly with the steel pipe fastener, the welding of 4 both ends of seamless steel pipe has stopper 5, seamless steel pipe 4 passes through wire rope 6 and 7 fixed connection of the pre-buried ring in flood discharge canal bottom surface.
During construction, drainage canal floor reinforced concrete is pour earlier, pre-buried ring in advance, carry out the installation of inclined plane concrete reinforcing bar net piece again, install the inclined plane template again, along drainage canal direction nail a row of reinforcing bar in the template and be used for fixed steel pipe, the reinforcing bar also can be directly with reinforcing bar net piece direct welding, with the gaining in strength, wait that the floor concrete reaches more than 75% of design strength, pre-buried ring could use, place the inclined plane steel pipe in on the inclined plane template reinforcing bar, seamless steel pipe passes through steel pipe fastener and inclined plane steel pipe lock joint, the gliding stopper of seamless steel pipe both ends welding prevention wire rope, adopt the taut seamless steel pipe of wire rope and the concrete pre-buried ring on the bottom plate, control the template and strut simultaneously, the simultaneous construction, the inclined plane template adopts concrete pump truck to fill concrete in the inclined plane.
After the construction is finished, the steel wire rope can be loosened, the seamless steel pipe, the steel pipe and the inclined plane template can be removed, and the device can be recycled.
The foregoing is illustrative and explanatory of the inventive concept, and is not exhaustive or exhaustive, as is known in the art, and various modifications, additions and substitutions are possible, without departing from the scope and spirit of the invention as defined in the claims.
Claims (4)
1. The utility model provides a prevent concrete inclined plane template come-up device, a serial communication port, including inclined plane template (1) and seamless steel pipe (4), install on flood discharge canal both sides are domatic inclined plane template (1), reinforcing bar (2) are installed perpendicularly to inclined plane template (1), reinforcing bar (2) are along the flood discharge canal direction set up one row on inclined plane template (1), inclined plane steel pipe (3) have been placed on reinforcing bar (2), seamless steel pipe (4) are through wire rope (6) and the pre-buried ring of flood discharge canal bottom surface (7) fixed connection.
2. The device for preventing the concrete inclined plane template from floating upwards according to claim 1, wherein two ends of the seamless steel pipe (4) are erected on the inclined plane steel pipe (3) and are connected and fixed by a steel pipe fastener.
3. The device for preventing the concrete inclined plane template from floating upwards according to claim 1, wherein limiting blocks (5) are welded at two ends of the seamless steel pipe (4).
4. The device for preventing the concrete inclined plane formwork from floating upwards according to the claim 1, characterized in that the steel bars (2) are fixed with the steel bar net piece at the inner side of the inclined plane formwork (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920967656.9U CN210621625U (en) | 2019-06-26 | 2019-06-26 | Device for preventing concrete inclined plane template from floating upwards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920967656.9U CN210621625U (en) | 2019-06-26 | 2019-06-26 | Device for preventing concrete inclined plane template from floating upwards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210621625U true CN210621625U (en) | 2020-05-26 |
Family
ID=70764072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920967656.9U Active CN210621625U (en) | 2019-06-26 | 2019-06-26 | Device for preventing concrete inclined plane template from floating upwards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210621625U (en) |
-
2019
- 2019-06-26 CN CN201920967656.9U patent/CN210621625U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104878766B (en) | A kind of long side slope protection concrete continuous fast pouring drawing-die system and construction method | |
| CN109610263A (en) | A kind of construction method of fabricated construction sidewalk | |
| CN106939791A (en) | One kind can prestress steel structure concrete pipe sheet and its construction method | |
| CN105952154B (en) | A kind of concrete-pouring template stent | |
| CN208441138U (en) | Integrated assembled piping lane based on composite bottom board | |
| CN201943086U (en) | Underground building wall body | |
| CN109594581A (en) | Cross a river segment pipe structure and its installation method | |
| CN109468954A (en) | A kind of form of construction work of anchorage anchor system | |
| CN210621625U (en) | Device for preventing concrete inclined plane template from floating upwards | |
| CN108396761A (en) | The non-fully pile foundation cushion cap and production method under precipitation state inside a kind of foundation pit | |
| CN107794945A (en) | A kind of removable assembled template peace tears operating system and its construction method open | |
| CN209456992U (en) | Low damage unilateral formwork supporting structure under campshed support system | |
| CN207469303U (en) | A kind of removable assembled template peace tears operating system open | |
| CN107587476B (en) | Wave-blocking wall with prefabricated reverse arc olecranon structure and design and construction method thereof | |
| CN110847113A (en) | Cast-in-place deep arc type wave wall construction method based on sliding formwork | |
| CN110004959A (en) | Concrete cofferdam rapid constructing method and template under circumstance of flowing water | |
| CN206706958U (en) | Without the mould construction cast-in-place drainage ditch structure of top plate | |
| CN104847111B (en) | Construction method for coupling beam between shear wall limbs | |
| CN211171994U (en) | Occlusive pile and diaphragm wall combined foundation pit supporting structure | |
| CN213979911U (en) | Basement outer wall post-cast strip template structure | |
| CN108755701A (en) | The construction method of the support construction of deep basal pit | |
| CN104847090B (en) | A kind of small cross-sectional size ventilation shaft construction method | |
| CN107460879A (en) | A kind of fixed structure of flare template | |
| CN210657851U (en) | Precast concrete pavement slab capable of being hoisted quickly | |
| CN211621667U (en) | Tubular pile cushion cap girder steel rail mounted tower machine walking foundation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |