CN212317482U - Forming die for cast-in-situ cover plate of deformation joint - Google Patents
Forming die for cast-in-situ cover plate of deformation joint Download PDFInfo
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- CN212317482U CN212317482U CN201922485517.5U CN201922485517U CN212317482U CN 212317482 U CN212317482 U CN 212317482U CN 201922485517 U CN201922485517 U CN 201922485517U CN 212317482 U CN212317482 U CN 212317482U
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Abstract
The utility model discloses a cast-in-place apron regularization mould of movement joint relates to civil engineering technical field. The utility model is arranged on two brick masonries, comprising a bottom die, a foldable side die, and an inclined strut and a vertical main strut which are arranged on two sides of the brick masonries, wherein a steel template is arranged between the inclined strut and the vertical main strut; one side of the bottom die is provided with a drip template; a vertical supporting block is fixedly installed between the bottom die and a brick masonry, the bottom die is rotatably connected with the foldable side die, adjustable screw rods are oppositely arranged on the bottom die and the foldable side die, and the two adjustable screw rods are connected through an adjustable sleeve. The utility model discloses can effectively improve cast-in-place apron construction speed, be applied to and can obtain better technical and economic benefits in the actual engineering, carry out cast-in-place apron construction through adopting the cast-in-place apron regularization mould of movement joint, construction speed is fast, and the apron is whole effectual, carries out the formwork through adopting collapsible side form, improves the formwork erection and demolishs speed, and the construction work efficiency is high.
Description
Technical Field
The utility model relates to a cast-in-place apron regularization mould of movement joint belongs to the civil engineering field, is applicable to the construction of the cast-in-place apron of movement joint.
Background
With the development of the reform, the economic level of China is continuously improved, and the development pace of the construction engineering is accelerated. The urbanization development is becoming faster along with the economic development, and the continuous progress of the building construction technology also injects new power for the development of Chinese buildings. The construction technology of the structural deformation joint is one of important technologies in building engineering, and if the construction quality of the structural deformation joint cannot be guaranteed in actual engineering, a series of building construction safety problems are easily caused, so that the construction quality is difficult to guarantee. From the construction angle, it is very important to know the construction technical key points of the structural deformation joint of the building engineering to ensure the construction quality. In the building engineering, a plurality of connecting joints can appear, and the hidden danger of the use of the building can be caused by various reasons such as errors caused by improper selection of a construction method or stricter construction quality.
However, the conventional construction structure has the following problems that the formwork structure of the cast-in-place cover plate is complex, the formwork is difficult to install and remove, the construction efficiency is low, and the cast-in-place cover plate is easy to drip water to cause wall pollution and blackening and mildewing after the deformation joint part leaks.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at provides the cast-in-place apron regularization mould of movement joint to the problem of the cast-in-place apron construction of movement joint, satisfies the demand of structure construction.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
a deformation joint cast-in-place cover plate forming die is arranged on two brick masonry bodies and comprises a bottom die, a foldable side die, inclined struts and vertical main struts, wherein the inclined struts and the vertical main struts are positioned on two sides of the brick masonry bodies, and a steel template is arranged between the inclined struts and the vertical main struts; one side of the bottom die is provided with a drip template; a vertical supporting block is fixedly installed between the bottom die and a brick masonry, the bottom die is rotatably connected with the foldable side die, adjustable screw rods are oppositely arranged on the bottom die and the foldable side die, and the two adjustable screw rods are connected through an adjustable sleeve.
Optionally, the brick masonry is arranged on the concrete floor plate, and the inclined strut and the vertical main strut are fixed on the concrete floor plate through the weight steel plate respectively.
Optionally, the steel plate is fixed to the concrete floor plate by fixing bolts.
Optionally, the weight plate is provided with a weight.
Optionally, an adjustable screw is fixed on the bottom die through a limiting block.
Optionally, a cast-in-place cover plate is arranged on the upper portion of the brick masonry, and a water dripping groove template is arranged on one side of the cast-in-place cover plate.
Optionally, the deformation joint is covered with an aluminum plate.
Optionally, the aluminum plate is filled with polystyrene plastic caulk.
The embodiment of the utility model has the following beneficial effect:
1. the utility model discloses an embodiment can effectively improve cast-in-place apron construction speed, can obtain better technical and economic benefits in being applied to actual engineering.
2. The utility model discloses an embodiment adopts the cast-in-place apron regularization mould of movement joint to carry out the construction of cast-in-place apron, and construction speed is fast, and the apron is whole effectual.
3. The utility model discloses an embodiment adopts collapsible side form to prop up the mould, improves the formwork erection and demolishs speed, and the construction efficiency is high.
4. The utility model discloses an embodiment prevents to ooze into the movement joint under water through set up the drip template at cast-in-place apron, reduces the wall body and pollutes and blacken moldy phenomenon.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic view of a bottom die structure according to an embodiment of the present invention;
in the drawings, the components represented by the respective reference numerals are listed below:
1, an aluminum plate; 2, caulking the polystyrene plastic; 3, a drainage ditch; 4, pressing a heavy steel plate; 5, concrete floor plates; 6, vertical main support; 7, a vertical supporting block; 8, obliquely supporting the pull rod; 9, bottom die; 10, a drip template; 11, a hinge shaft; 12, a foldable side die; 13, steel moulding plates; 14, butting a screw rod; 15, an L-shaped reinforcing rib; 16, casting a cover plate in situ; 17, a diagonal brace; 18, sealing glue; 19, anchoring bolts; 20, a stainless steel water collecting tank; 21, a waterproof board; 22, brickwork; 23, weighing; 24, fixing the bolt; 25, deformation joints; 26, an adjustable screw; 27, an adjustable sleeve; 28, a limiting block.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "open hole", "upper", "middle", "length", "inner", etc. indicate positional or orientational relationships and are merely for convenience of description and simplicity of description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
To maintain the following description of the embodiments of the present invention clear and concise, detailed descriptions of well-known functions and components may be omitted.
Referring to fig. 1, in the present embodiment, a forming mold for a cast-in-place cover plate of a deformation joint is provided, and is disposed on two brick masonry 22, and includes an aluminum plate 1, a polystyrene plastic caulking joint 2, a drainage ditch 3, a ballast steel plate 4, a concrete floor plate 5, a vertical main support 6, a vertical support block 7, an inclined support pull rod 8, a bottom mold 9, a drip mold plate 10, a hinge 11, a foldable side mold 12, a steel mold plate 13, a butt screw 14, an L-shaped reinforcing rib 15, a cast-in-place cover plate 16, an inclined support 17, a sealant 18, an anchor bolt 19, a stainless steel water collection tank 20, brick masonry 22, a ballast 23, a fixing bolt 24, an adjustable screw 26, an adjustable sleeve 27, and a limit block 28.
The two sides of the cast-in-place cover plate 16 are provided with steel templates 13, specifically, the two sides of the casting position of the cast-in-place cover plate 16 are provided with the steel templates 13, the steel templates 13 are fixed with the ballast steel plate 4 through inclined struts 17, the ballast steel plate 4 is fixed with the concrete floor plate 5 through fixing bolts 24, and the ballast steel plate 4 is provided with ballast weights 23 for fixing; a bottom die 9 and a foldable side die 12 are arranged at the lower part of the cast-in-place cover plate 16, the foldable side die 12 is fixed through an inclined stay rod 8, and the bottom die 9 is connected with a brick masonry 22 through a vertical supporting block 7; the cast-in-place cover plate 16 is provided with a drip template 10, and specifically, the drip template 10 is arranged on one side of the cast-in-place cover plate 16 at the casting position.
As shown in fig. 2, the foldable side mold 12 is positioned and adjusted by a hinge 11, an adjustable screw rod 26, an adjustable sleeve 27 and a limiting block 28, specifically, the bottom mold 9 is rotatably connected with the foldable side mold 12, the adjustable screw rod 26 is oppositely arranged on the bottom mold 9 and the foldable side mold 12, the two adjustable screw rods 26 are connected by the adjustable sleeve 27, one adjustable screw rod 26 is fixed on the bottom mold 9 by the limiting block 28, and the length of the adjustable screw rod 26 is controlled by adjusting the adjustable sleeve 27 to realize the opening and closing of the foldable side mold 12 for installing and removing the template.
In one aspect of this embodiment, the upper portion of the brick masonry 22 is provided with a cast-in-place cover plate 16, one side of the cast-in-place cover plate 16 is provided with a drip mold plate 10, in this embodiment, the drainage ditch 3 is provided on the concrete floor plate 4, and the drainage ditch 3 is provided corresponding to the drip mold plate 10.
In one aspect of this embodiment, the deformation joint 25 is covered with the aluminum plate 1.
In one aspect of this embodiment, the aluminum plate 1 is filled with polystyrene plastic fillets 2, and specifically, the polystyrene plastic fillets 2 are made of polystyrene plastic in the prior art.
The application of one aspect of the embodiment is as follows:
step one, aluminum plate installation: an aluminum plate 1 is arranged on the concrete floor plate 5;
step two, building a wall body: building brick masonry 22 on two sides of the concrete floor plate 5;
step three, caulking material installation: installing a polystyrene plastic caulking 2 on the aluminum plate 1;
step four, mounting a water collecting tank: installing a stainless steel water collecting tank 20 on the brick masonry 7, fixing the stainless steel water collecting tank by an anchoring bolt 19, installing a waterproof plate and sealant 18 on the stainless steel water collecting tank 20, and installing a plastic drain pipe on the brick masonry 22;
step five, construction of a cast-in-place cover plate: the construction of the cast-in-place cover plate 16 is carried out through the forming die of the cast-in-place cover plate 16 of the deformation joint 25, and the opening and closing of the foldable side die 12 are realized by adjusting the adjustable sleeve 27 and controlling the length of the adjustable screw 26 to install and remove the template.
The above embodiments may be combined with each other.
It should be noted that in the description of the present specification, descriptions such as "first", "second", etc. are only used for distinguishing features, and do not have an actual order or meaning, and the present application is not limited thereto.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a cast-in-place apron regularization mould of movement joint, locates on two brickworks (22), its characterized in that, includes die block (9), collapsible side form (12), bracing (17) and vertical main stay (6) that are located brickworks (22) both sides:
a steel template (13) is arranged between the inclined strut (17) and the vertical main strut (6); one side of the bottom die (9) is provided with a drip trough template (10);
a vertical supporting block (7) is fixedly installed between the bottom die (9) and a brick masonry (22), the bottom die (9) is rotatably connected with the foldable side die (12), adjustable screw rods (26) are oppositely arranged on the bottom die (9) and the foldable side die (12), and the two adjustable screw rods (26) are connected through adjustable sleeves (27).
2. The forming die for the cast-in-place cover plate of the deformation joint as claimed in claim 1, wherein the brick masonry (22) is arranged on the concrete floor plate (5), and the inclined strut (17) and the vertical main strut (6) are respectively fixed on the concrete floor plate (5) through the weight steel plate (4).
3. The forming mold for the cast-in-place cover plate of the deformation joint as claimed in claim 2, wherein the ballast steel plate (4) is fixed on the concrete floor plate (5) through fixing bolts (24).
4. A forming die for a deformation joint cast-in-place cover plate according to claim 2 or 3, characterized in that a weight (23) is arranged on the weight steel plate (4).
5. The forming mold for the cast-in-place cover plate of the deformation joint as claimed in claim 1, wherein an adjustable screw (26) is fixed on the bottom mold (9) through a limiting block (28).
6. A shape-changing seam cast-in-place cover plate finalized die as claimed in claim 1, characterized by that the cast-in-place cover plate (16) is placed on the upper portion of brick masonry (22), and one side of cast-in-place cover plate (16) is equipped with water-dropping groove form (10).
7. A forming die for a deformation joint cast-in-place cover plate according to claim 1, characterized in that the deformation joint (25) is covered with an aluminum plate (1).
8. A forming die for a deformation joint cast-in-place cover plate according to claim 7, characterized in that the polystyrene plastic caulking joints (2) are filled on the aluminum plates (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922485517.5U CN212317482U (en) | 2019-12-31 | 2019-12-31 | Forming die for cast-in-situ cover plate of deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922485517.5U CN212317482U (en) | 2019-12-31 | 2019-12-31 | Forming die for cast-in-situ cover plate of deformation joint |
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| Publication Number | Publication Date |
|---|---|
| CN212317482U true CN212317482U (en) | 2021-01-08 |
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| CN201922485517.5U Active CN212317482U (en) | 2019-12-31 | 2019-12-31 | Forming die for cast-in-situ cover plate of deformation joint |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114703829A (en) * | 2022-02-25 | 2022-07-05 | 中交第二航务工程局有限公司 | Assembly type dense water hanging box template for underwater cast-in-situ concrete pile cap and construction method |
| CN114892698A (en) * | 2022-06-13 | 2022-08-12 | 中交第二航务工程局有限公司 | Assembly type template for asymmetric double-inclined-pile cast-in-place bearing platform and construction method |
| CN116575696A (en) * | 2023-07-12 | 2023-08-11 | 中国建筑第六工程局有限公司 | Reverse construction method post-pouring belt prefabricated horizontal supporting structure and construction method |
-
2019
- 2019-12-31 CN CN201922485517.5U patent/CN212317482U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114703829A (en) * | 2022-02-25 | 2022-07-05 | 中交第二航务工程局有限公司 | Assembly type dense water hanging box template for underwater cast-in-situ concrete pile cap and construction method |
| CN114892698A (en) * | 2022-06-13 | 2022-08-12 | 中交第二航务工程局有限公司 | Assembly type template for asymmetric double-inclined-pile cast-in-place bearing platform and construction method |
| CN114892698B (en) * | 2022-06-13 | 2024-05-17 | 中国海洋大学 | Assembled template for asymmetric double-inclined-pile cast-in-situ bearing platform and construction method |
| CN116575696A (en) * | 2023-07-12 | 2023-08-11 | 中国建筑第六工程局有限公司 | Reverse construction method post-pouring belt prefabricated horizontal supporting structure and construction method |
| CN116575696B (en) * | 2023-07-12 | 2023-10-10 | 中国建筑第六工程局有限公司 | Reverse construction method post-pouring belt prefabricated horizontal supporting structure and construction method |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221228 Address after: 310000 Room 1902, Unit 3, Building 3, Wanda Commercial Center, Gongshu District, Hangzhou, Zhejiang Patentee after: Hangzhou branch of CSCEC HENGCHUANG (Beijing) Technology Development Co.,Ltd. Address before: Room 1237, building 5, No. 495, Yuejin South Road, Xinhai Town, Chongming District, Shanghai 202172 Patentee before: Songchuang (Shanghai) Business Management Consulting Center |