CN217680500U - Special aluminum mould for concrete overturning bank integrally poured with vertical member - Google Patents
Special aluminum mould for concrete overturning bank integrally poured with vertical member Download PDFInfo
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- CN217680500U CN217680500U CN202220932220.8U CN202220932220U CN217680500U CN 217680500 U CN217680500 U CN 217680500U CN 202220932220 U CN202220932220 U CN 202220932220U CN 217680500 U CN217680500 U CN 217680500U
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Abstract
The utility model relates to a bank construction technical field is turned over in the stagnant water, particularly relate to the concrete that wholly pours with vertical member turns over special aluminium mould of bank, include: the side dies are distributed in two parallel rows and used for forming the side walls of the water stopping flip bucket; two corner aluminum molds respectively connected to the upper edges of the side molds in the row; the C-groove aluminum die is connected between the two corner aluminum dies and is used for forming the top wall of the water stop flip sill; the utility model discloses use anti-bank aluminium mould of stagnant water and shear force wall aluminium mould to connect and form overall structure, when being in milk to the shear force wall, the concrete flows into in the anti-bank aluminium mould of stagnant water by shear force wall bottom, and form the anti-bank of stagnant water after solidifying, it is good to be connected the wholeness between the structure that forms and the shear force wall, there is not the gap because of positional deviation forms, strengthen the waterproof nature of structure, and the installation of aluminium mould is good with reinforcing overall stability, the construction degree of difficulty is low, the mould can not appear the off normal when concrete placement, and then guarantee construction quality.
Description
Technical Field
The utility model relates to a bank construction technical field is turned over in the stagnant water, particularly relates to the concrete that wholly pours with vertical member turns over special aluminium mould of bank.
Background
In the building engineering, the rooms (such as kitchens, toilets and the like) with water are generally designed with concrete water stop turning ridges, and the water stop ridge platforms generally refer to the rooms with water such as toilets and kitchens, wherein the rooms with water are provided with upward turning beams or upward turning concrete water stop belts with certain height and width at the root parts of the walls of the rooms.
The design and installation of the aluminum mould of the concrete water-stopping turned ridge are mainly carried out in a form of hanging the mould on a floor slab template, and the hanging mould construction has the problem that the aluminum mould of vertical members such as shear walls, columns and the like cannot be integrated, so that the aluminum mould of the water-stopping turned ridge is difficult to position and reinforce, the position deviation after the water-stopping turned ridge forming position is possibly caused, and the leakage hidden danger exists.
SUMMERY OF THE UTILITY MODEL
The defect and not enough of bank are turned over to stagnant water among the prior art, the utility model aims to use the stagnant water to turn over bank aluminium mould structure and carry out the integral connection installation with the shear force wall, avoided the tradition to hang the mould construction and have seam structure seepage defect.
An object of the utility model is to provide a concrete with vertical member integral pouring turns over special aluminium mould of bank, include:
the side dies are distributed in two parallel rows and used for forming the side walls of the water stopping flip bucket;
two corner aluminum molds respectively connected to the upper edges of the row of side molds;
the C-groove aluminum die is connected between the two corner aluminum dies and used for forming a top wall of the water stop turning sill;
and one end of the angle aluminum die is provided with a connecting die for connecting to the shear wall template, and the connecting die comprises a first end surface connected with the angle aluminum die and a second end surface connected with the shear wall template.
Preferably, the angle aluminum die is further provided with a cover plate, the cover plate is provided with an upright post, and the top of the upright post is connected to the top beam.
Preferably, the connecting die comprises an L-shaped die surface and two L-shaped side plates connected to the L-shaped die surface, first connecting surfaces are arranged at first ends of the L-shaped side plates and the L-shaped die surface, and second connecting surfaces are arranged at second ends of the L-shaped side plates and the L-shaped die surface.
Preferably, pin holes are formed in the first connecting surface and the second connecting surface, the first connecting surface is connected with the angle aluminum mold, and the second connecting surface is connected with the shear wall template.
Preferably, one end of the angle aluminum formwork, which is close to the shear wall formwork, is provided with a pin connecting sheet, and the first connecting surface is attached to and fixed with the pin connecting sheet.
Preferably, the angle aluminum die and the C groove aluminum die are both provided with pin holes and fixedly connected through pins.
Preferably, the C groove aluminum die is provided with an overflow observation hole.
Compared with the prior art, the utility model has the advantages of:
the utility model discloses use anti-bank aluminium mould of stagnant water and the connection of shear force wall aluminium mould to form overall structure, when being in milk to the shear force wall, the concrete flows in the anti-bank aluminium mould of stagnant water by shear force wall bottom, and form the anti-bank of stagnant water after solidifying, it is good to be connected the wholeness between the structure that forms and the shear force wall, do not have the gap because of positional deviation forms, strengthen the waterproof nature of structure, and the installation of aluminium mould is good with reinforcing overall stability, the construction degree of difficulty is low, the off normal can not appear in the mould of hanging during concrete placement, and then guarantee construction quality.
Drawings
The drawings are not intended to be drawn to scale. In the drawings, each identical or nearly identical component that is illustrated in various figures may be represented by a like numeral. For purposes of clarity, not every component may be labeled in every drawing. Embodiments of various aspects of the present invention will now be described, by way of example, with reference to the accompanying drawings, in which:
fig. 1 is a schematic structural view of the connection between the aluminum mold for concrete sill turnover and the aluminum mold for shear wall of the present invention;
fig. 2 is a schematic view of the connection structure of the concrete ridge-turning special aluminum mold and the shear wall aluminum mold of the present invention;
fig. 3 is a schematic structural view of the connection mold according to the present invention;
Detailed Description
For a better understanding of the technical aspects of the present invention, specific embodiments are described below in conjunction with the appended drawings.
In the prior art, the aluminum mould installation of the concrete water stop turning ridge is mainly carried out in a mode of hanging a mould on a floor slab template. And the mould hanging construction and the aluminum mould of vertical components such as shear walls, columns and the like can not be integrated, and the defects of positioning (horizontal position is wrong or elevation error), difficult reinforcement and the like exist, so that the position of the water-stopping turned ridge after forming is deviated, the construction cold joint existing between the turned ridge and the shear walls and columns is difficult to process, the quality is often not up to standard, and the hidden trouble of large structural leakage exists.
Therefore, combine fig. 1 to show, the utility model aims to provide a concrete that pours with vertical component is turned over special aluminium mould of bank, can be connected with shear force wall template 1 outside shear force wall 100, aim at forming a whole with vertical component (shear force wall), and do not adopt traditional mould mode of hanging, so can make the concrete that forms turn over bank 200 and shear force wall 100 wholeness stronger, and do not have the problem of construction cold joint, reach better water-proof effects, include two concretes in the figure and turn over bank 200, use one below as an example and explain.
Combine fig. 1-2 to show, the utility model provides a concrete that turns over bank special aluminum mould with vertical member monolithic pouring mainly includes a plurality of side forms 2, two angle aluminum moulds 3, C groove aluminum mould 4 and connection mould 5, a plurality of side forms 2, two angle aluminum moulds 3, C groove aluminum mould 4 concatenation forms rectangular cross section, can make the concrete that fills in the aluminum mould form the anti-bank of stagnant water, wherein the rectangular cross section's that forms cavity and shear wall template 1 intercommunication, when grout in to shear wall template 1, the thick liquid can flow in the cavity.
Specifically, a plurality of side forms 2 divide into two rows of parallel distributions to a lateral wall for forming stagnant water turns over the bank, connect through threaded fastener between two adjacent side forms 1, the top of side form 1 is equipped with a plurality of screws, two angle aluminium moulds 3 are connected to the last edge of one row of side form 2 respectively, the cross-section of angle aluminium mould 3 is the L type, side form 2 is connected to its horizontally terminal surface, be equipped with a plurality of screws on the angle aluminium mould 3, pass through bolted connection between side form 2 and the angle aluminium mould 3.
Further, the C-groove aluminum die 4 is connected between the two corner aluminum dies 3 and is used for forming the top wall of the water stop flip bucket; wherein, the both sides of C groove aluminium mould 4 have the hole of 3 butt joints of angle aluminium mould, and angle aluminium mould 3 and C groove aluminium mould 4 pass through pin fixed connection.
So, form the aluminium mould of pouring stagnant water anti-bank through side mould 2, angle aluminium mould 3 and C groove aluminium mould 4, in order to realize with the butt joint of shear wall template 1, be equipped with connection mode 5 in the one end of angle aluminium mould 3, connection mode 5 includes the first terminal surface of being connected with angle aluminium mould 3 and the second terminal surface of being connected with shear wall template 1.
Referring to fig. 3, the connecting mold 5 includes an L-shaped mold surface 51 and two L-shaped side plates 52 connected to the L-shaped mold surface 51, wherein a first connecting surface 54 is provided at a first end of the L-shaped side plates 52 and the L-shaped mold surface 51, and a second connecting surface 53 is provided at a second end of the L-shaped side plates 52 and the L-shaped mold surface 51.
Specifically, the first connecting surface 54 and the second connecting surface 53 are provided with pin holes 55, the first connecting surface 54 is connected with the angle aluminum formwork 3, and the second connecting surface 53 is connected with the shear wall formwork 1. Specifically, the pin penetrates through the pin hole, and the structures at the two ends of the pin are fixed by using the contact pin.
In an alternative embodiment, as shown in fig. 1, a dowel connecting piece 6 is arranged at one end of the angle aluminum die 3 close to the shear wall die plate 1, and the first connecting surface 54 is attached to the dowel connecting piece 6 and locked and fixed by a dowel or a bolt.
Further, as shown in fig. 1-2, the angle aluminum mold 3 is further provided with a cover plate 7, the cover plate 7 is provided with a vertical column 8, and the top of the vertical column 8 is connected to a top beam (not shown). When pouring, preferably pour the back timber, so, top structure roof beam, board concrete dead weight transmit load to apron 7 through stand 8 in advance on, further improve the stability of stagnant water turnover bank aluminium mould concrete pouring in-process.
Optionally, one or two of the C-channel aluminum molds 4 are provided with overflow observing holes 41. Therefore, when the water stop reverse ridge is poured, grouting is performed in the shear wall template 1, concrete flows into the interior of the concrete ridge turning special aluminum mold from the bottom of the shear wall in a self-flowing mode, the dense concrete pouring condition in the water stop ridge turning aluminum mold is judged by observing the overflow observation hole 41, and the pouring is indicated to be full when overflow occurs.
Further, as shown in fig. 1, in order to increase the positioning reliability between the aluminum molds of the two concrete flippers 200, a supporting angle aluminum 9 is disposed between the angle aluminum molds 3 of the two concrete flippers 200.
In combination with the above embodiment, the utility model discloses use anti-bank aluminium mould of stagnant water and shear force wall aluminium mould to connect and form overall structure, when being in milk to the shear force wall, the concrete flows into in the anti-bank aluminium mould of stagnant water by shear force wall bottom, and form the anti-bank of stagnant water after solidifying, it is good to be connected the wholeness between structure and the shear force wall that forms, do not have the gap because of positional deviation forms, strengthen the waterproof nature of structure, and the installation of aluminium mould is good with reinforcing overall stability, the construction degree of difficulty is low, the off normal can not appear in the hanging mould during concrete placement, and then guarantee construction quality.
Although the present invention has been described with reference to the preferred embodiments, it is not intended to limit the present invention. The present invention is intended to cover by those skilled in the art various modifications and adaptations of the invention without departing from the spirit and scope of the invention. Therefore, the protection scope of the present invention is subject to the claims.
Claims (7)
1. The utility model provides a concrete that wholly pours with vertical member turns over special aluminium mould of bank which characterized in that includes:
the side dies are distributed in two parallel rows and used for forming the side walls of the water stopping flip bucket;
two corner aluminum molds respectively connected to the upper edges of the side molds in the row;
the C-groove aluminum die is connected between the two corner aluminum dies and is used for forming the top wall of the water stop flip sill;
and one end of the angle aluminum die is provided with a connecting die for connecting to the shear wall template, and the connecting die comprises a first end surface connected with the angle aluminum die and a second end surface connected with the shear wall template.
2. The aluminum mold special for the concrete sill turnover integrally cast with the vertical member as claimed in claim 1, wherein a cover plate is further arranged on the corner aluminum mold, a vertical column is arranged on the cover plate, and the top of the vertical column is connected to the top beam.
3. The aluminum mold special for concrete sill turnover integrally cast with a vertical member as claimed in claim 1, wherein said connecting mold comprises an L-shaped mold surface and two L-shaped side plates connected to said L-shaped mold surface, a first connecting surface is provided at a first end of said L-shaped side plate and L-shaped mold surface, and a second connecting surface is provided at a second end of said L-shaped side plate and L-shaped mold surface.
4. The aluminum mold special for the concrete sill turnstile integrally cast with the vertical member as claimed in claim 3, wherein pin holes are formed in the first connecting surface and the second connecting surface, the first connecting surface is connected with the angle aluminum mold, and the second connecting surface is connected with the shear wall formwork.
5. The aluminum mold for the concrete sill turnover special for the vertical member as claimed in claim 3 or 4, wherein a pin connecting piece is provided at one end of the corner aluminum mold close to the shear wall mold plate, and the first connecting surface is attached and fixed to the pin connecting piece.
6. The aluminum mold special for the concrete turned sill integrally cast with the vertical member as claimed in claim 1, wherein the angle aluminum mold and the C-channel aluminum mold are both provided with pin holes, and the angle aluminum mold and the C-channel aluminum mold are fixedly connected by pins.
7. The aluminum mold special for the concrete flip bucket integrally cast with the vertical member as claimed in any one of claims 1 to 6, wherein an overflow observation hole is formed on the C-channel aluminum mold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220932220.8U CN217680500U (en) | 2022-04-22 | 2022-04-22 | Special aluminum mould for concrete overturning bank integrally poured with vertical member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220932220.8U CN217680500U (en) | 2022-04-22 | 2022-04-22 | Special aluminum mould for concrete overturning bank integrally poured with vertical member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217680500U true CN217680500U (en) | 2022-10-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220932220.8U Active CN217680500U (en) | 2022-04-22 | 2022-04-22 | Special aluminum mould for concrete overturning bank integrally poured with vertical member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217680500U (en) |
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2022
- 2022-04-22 CN CN202220932220.8U patent/CN217680500U/en active Active
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