CN213391233U - A typical forms for hydraulic engineering hangs mould construction - Google Patents
A typical forms for hydraulic engineering hangs mould construction Download PDFInfo
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- CN213391233U CN213391233U CN202021328236.5U CN202021328236U CN213391233U CN 213391233 U CN213391233 U CN 213391233U CN 202021328236 U CN202021328236 U CN 202021328236U CN 213391233 U CN213391233 U CN 213391233U
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Abstract
The utility model discloses a typical forms for hydraulic engineering hangs mould construction, the device include the panel, the panel passes through steel bar support to be fixed on the construction ground, and is adjacent coupling assembling interconnect is passed through at the panel both ends, the panel includes horizontal plate body, vertical plate body and swash plate body, horizontal plate body one end sets up vertical plate body, vertical plate body top sets up the swash plate body, and the concrete gets into through the watering of swash plate body between panel and the wall body. The utility model provides a present hydraulic engineering bottom plate and wall carry out concrete placement for segmentation construction, segmentation, can't carry out the monolithic and pour, and the construction progress that causes is low, the problem that work efficiency is low.
Description
Technical Field
The utility model relates to a construction technical field, in particular to a typical forms that is used for hydraulic engineering to hang mould construction.
Background
At present, the hydraulic engineering bottom plate and the wall are constructed in a segmented mode and concrete pouring is carried out in the segmented mode, in addition, the concrete pouring interval time needs to be increased in the construction process, namely, the bottom plate concrete is poured firstly, before the bottom plate concrete at the lower portion of the wall reaches initial setting, the wall concrete at the formwork hanging position is poured, the labor cost is increased, and the working efficiency is reduced.
SUMMERY OF THE UTILITY MODEL
To the technical problem, the utility model provides a typical forms for hydraulic engineering hangs mould construction can avoid present hydraulic engineering bottom plate and wall to carry out concrete placement for segmentation construction, segmentation, can't carry out the monolithic and pour, and the construction progress that causes is low, the low problem of work efficiency.
In order to achieve the above object, the technical solution of the present invention is specifically as follows:
the utility model provides a typical forms for hydraulic engineering hangs mould construction, includes the panel, the panel passes through steel bar support to be fixed at construction subaerial, and is adjacent the panel both ends are passed through coupling assembling interconnect, the panel includes horizontal plate body, vertical plate body and swash plate body, horizontal plate body one end sets up vertical plate body, vertical plate body top sets up the swash plate body, and the concrete gets into through the pouring of swash plate body between panel and the wall body.
The contained angle between the horizontal plate body and the vertical plate body is 90 degrees, and the contained angle between the vertical plate body and the inclined plate body is 120 degrees.
Coupling assembling is the plate body of L shape, be provided with a plurality of connecting holes on the plate body of L shape, the plate body of L shape set up in the panel both ends, it is adjacent the panel passes through the U type knot will the plate body interconnect of L shape.
The panel is provided with diagonal draw bars, the horizontal plate body and the inclined plate body are both provided with angle steel, one end of each diagonal draw bar is fixedly connected with the angle steel of the horizontal plate body, and the other end of each diagonal draw bar is fixedly connected with the angle steel of the inclined plate body.
The reinforcing steel bar support comprises bottom horizontal reinforcing steel bars, bottom vertical reinforcing steel bars and side vertical reinforcing steel bars, the bottom vertical reinforcing steel bars are fixedly arranged at one ends of the bottom horizontal reinforcing steel bars, the side vertical reinforcing steel bars are fixedly arranged at the other ends of the bottom horizontal reinforcing steel bars, and the panel is arranged on the bottom horizontal reinforcing steel bars.
Still be provided with horizontal reinforcement bar on the panel, horizontal reinforcement bar one end with vertical plate body fixed connection, horizontal reinforcement bar other end with the perpendicular reinforcing bar fixed connection of side.
The utility model has the advantages that: the utility model discloses a set up steel bar support in the lateral wall of job site and ground junction, the last fixed panel of steel bar support, a plurality of panels are the end to end, later hang the mould in other places such as wall, carry out concrete monolithic casting after accomplishing, simple and fast, reduced the engineering time, improved work efficiency, the panel includes horizontal plate body, vertical plate body and swash plate body, horizontal plate body can offset the upturning force that causes because of the dead weight of concrete, when reaching concrete casting operation, accomplish the disposable pouring of bottom plate and wall concrete simultaneously, avoid artifical secondary to overturn concrete construction, accelerate the construction progress, reduce cost, and the panel turnover is convenient, reduce the material waste, can reuse, in order to improve the overall structure intensity of panel, the contained angle between horizontal plate body and the vertical plate body is 90 degrees, the contained angle between vertical plate body and the swash plate body is 120 degrees, coupling assembling is the plate body of L shape, the plate body and the panel welding that form L shape form whole single component, can utilize connecting pieces such as U type knot to connect between the component, form length direction's continuation, in order to improve the intensity of the swash plate body of panel, be provided with oblique reinforcement on the panel, support the swash plate body, steel support includes bottom horizontal reinforcement, bottom vertical reinforcement and the perpendicular reinforcing bar of side, steel support not only can provide the support for the panel, can also provide pouring space for panel bottom and side, realize the monolithic pouring of ground and lateral wall, in order to improve the wholeness between panel and the steel support, prevent to pour the in-process, the panel come-up breaks away from steel support, still be provided with horizontal reinforcement reinforcing bar on the panel, utilize horizontal reinforcement bar with panel and steel support reciprocal anchorage.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is a usage state diagram of the present invention.
The steel bar support comprises a panel 1, a horizontal plate 1-1, a vertical plate 1-2, an inclined plate 1-3, an L-shaped plate 2, diagonal braces 3 and a steel bar support 4.
Detailed Description
As shown in fig. 1-3, a shaping template for hydraulic engineering formwork hanging construction comprises a panel 1, the panel 1 is fixed on a construction ground through a steel bar support 4, two ends of adjacent panels 1 are connected with each other through a connecting component, the panel 1 comprises a horizontal plate 1-1, a vertical plate 1-2 and an inclined plate 1-3, one end of the horizontal plate 1-1 is provided with the vertical plate 1-2, the top of the vertical plate 1-2 is provided with the inclined plate 1-3, concrete enters between the panel 1 and the wall through the inclined plate 1-3, an included angle between the horizontal plate 1-1 and the vertical plate 1-2 is 90 degrees, an included angle between the vertical plate 1-2 and the inclined plate 1-3 is 120 degrees, the connecting component is an L-shaped plate 2, and the L-shaped plate 2 is provided with a plurality of connecting holes, the L-shaped plate bodies 2 are arranged at two ends of the panel 1, the L-shaped plate bodies 2 are mutually connected by the adjacent panel 1 through U-shaped buckles, the diagonal draw bars 3 are arranged on the panel 1, angle steels are respectively arranged on the horizontal plate body 1-1 and the inclined plate body 1-3, one end of each diagonal draw bar 3 is fixedly connected with the angle steel of the horizontal plate body 1-1, the other end of each diagonal draw bar 3 is fixedly connected with the angle steel of the inclined plate body 1-3, the steel bar support 4 comprises a bottom horizontal steel bar, the reinforcing steel bar fixing structure comprises bottom vertical reinforcing steel bars and side vertical reinforcing steel bars, wherein one end of each bottom horizontal reinforcing steel bar is fixedly provided with the bottom vertical reinforcing steel bar, the other end of each bottom horizontal reinforcing steel bar is fixedly provided with the side vertical reinforcing steel bar, a panel 1 is arranged on each bottom horizontal reinforcing steel bar, a transverse reinforcing steel bar is further arranged on the panel 1, one end of each transverse reinforcing steel bar is fixedly connected with a vertical plate body 1-2, and the other end of each transverse reinforcing steel bar is fixedly connected.
The utility model discloses when using, panel 1 adopts 3mm thick steel plate press forming, specific size: the length of the horizontal plate body 1-1 is 300mm, the height of the vertical plate body 1-2 is 300mm, the length of the inclined plate body 1-3 is 200mm, and the main design intentions and effects of all parts are as follows: the horizontal plate body 1-1 is mainly designed to offset the upward turning of mortar caused by the self weight of concrete so as to complete integral casting; the vertical plate body 1-2 is designed mainly by considering the requirement of the construction joint retention height and meeting the requirement of the member section size; the inclined plate bodies 1-3 are designed to meet the requirement that concrete is convenient to pour in a wall during construction. The plate body 2 of L shape adopts 3mm thick steel plate to tailor size 300mm 50mm two, and the welding becomes the L type, then with panel 1's tip welding firm, 2 surperficial pore-forming diameters 12mm of the plate body of L shape, quantity 4, interval 100mm, main design intention and effect: the L-shaped plate body 2 and the panel 1 are welded to form an integral single component, the components are connected through U-shaped buckles to form continuation in the length direction, the diagonal draw bars 3 are welded through a 50 x 5 steel angle in cooperation with steel bars, the diameter of each diagonal draw bar 3 is 20mm, the distance between every two diagonal draw bars 3 is 500mm, in order to improve the overall strength, when the L-shaped plate is actually used, steel pipes with the diameters of 50mm and 30mm are fixed on the panel 1 and are matched with steel bar fixing construction, the steel pipes with the diameters of 50mm are fixed on the surface of the steel angle of the horizontal plate body 1-1, the distance is 500mm, the steel pipes with the diameters of 30mm are fixed on the surface of the diagonal draw bars 3, the distance is 500 mm; welding of all parts must meet requirements, construction turnover requirements are guaranteed to be met, after the panel is installed, finally, a formwork is hung on the side wall of the upper portion of the panel 1 and the center of the ground, after the formwork is completed, concrete is integrally poured, and after pouring is completed, the wall and the ground are integrally poured
The above is only an embodiment of the present invention, and not to limit the patent protection scope of the present invention, except the above embodiments, the present invention can also have other embodiments, and all technical solutions formed by equivalent replacement or equivalent transformation are adopted and all fall within the protection scope of the present invention.
Claims (6)
1. The utility model provides a typical forms for hydraulic engineering hangs mould construction which characterized in that: including panel (1), panel (1) is fixed subaerial at the construction through steel bar support (4), and is adjacent panel (1) both ends are through coupling assembling interconnect, panel (1) is including horizontal plate body (1-1), vertical plate body (1-2) and swash plate body (1-3), horizontal plate body (1-1) one end sets up vertical plate body (1-2), vertical plate body (1-2) top sets up swash plate body (1-3), and the concrete gets into through swash plate body (1-3) watering between panel (1) and the wall body.
2. The shaping template for hydraulic engineering formwork suspension construction according to claim 1, characterized in that: the included angle between the horizontal plate body (1-1) and the vertical plate body (1-2) is 90 degrees, and the included angle between the vertical plate body (1-2) and the inclined plate body (1-3) is 120 degrees.
3. The shaping template for hydraulic engineering formwork suspension construction according to claim 1, characterized in that: coupling assembling is plate body (2) of L shape, be provided with a plurality of connecting holes on plate body (2) of L shape, the plate body (2) of L shape set up in panel (1) both ends, it is adjacent panel (1) detain through the U type will plate body (2) interconnect of L shape.
4. The shaping template for hydraulic engineering formwork suspension construction according to claim 1, characterized in that: the angle steel inclined plate is characterized in that inclined pull ribs (3) are arranged on the panel (1), angle steel is arranged on the horizontal plate body (1-1) and the inclined plate body (1-3), one end of each inclined pull rib (3) is fixedly connected with the angle steel of the horizontal plate body (1-1), and the other end of each inclined pull rib (3) is fixedly connected with the angle steel of the inclined plate body (1-3).
5. The shaping template for hydraulic engineering formwork suspension construction according to claim 1, characterized in that: reinforcing bar support (4) include bottom horizontal reinforcement, bottom vertical reinforcement and the perpendicular reinforcing bar of side, the fixed bottom vertical reinforcement that sets up of bottom horizontal reinforcement one end, the fixed perpendicular reinforcing bar of side that sets up in bottom horizontal reinforcement other end, set up on the bottom horizontal reinforcement panel (1).
6. The shaping template for hydraulic engineering formwork suspension construction according to claim 5, wherein the shaping template comprises: still be provided with horizontal reinforcement reinforcing bar on panel (1), horizontal reinforcement reinforcing bar one end with vertical plate body (1-2) fixed connection, horizontal reinforcement reinforcing bar other end with the perpendicular reinforcing bar fixed connection of side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021328236.5U CN213391233U (en) | 2020-07-08 | 2020-07-08 | A typical forms for hydraulic engineering hangs mould construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021328236.5U CN213391233U (en) | 2020-07-08 | 2020-07-08 | A typical forms for hydraulic engineering hangs mould construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213391233U true CN213391233U (en) | 2021-06-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021328236.5U Active CN213391233U (en) | 2020-07-08 | 2020-07-08 | A typical forms for hydraulic engineering hangs mould construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213391233U (en) |
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2020
- 2020-07-08 CN CN202021328236.5U patent/CN213391233U/en active Active
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