CN217975387U - Shaping mould for cast-in-situ concrete riser-clad pipe - Google Patents
Shaping mould for cast-in-situ concrete riser-clad pipe Download PDFInfo
- Publication number
- CN217975387U CN217975387U CN202221695913.6U CN202221695913U CN217975387U CN 217975387 U CN217975387 U CN 217975387U CN 202221695913 U CN202221695913 U CN 202221695913U CN 217975387 U CN217975387 U CN 217975387U
- Authority
- CN
- China
- Prior art keywords
- vertical panel
- panel part
- cast
- side end
- place concrete
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A design mould for cast-in-place concrete riser bao guan includes: a first facade plate part and a second facade plate part; one side end of the first vertical panel part is vertically intersected with one side end of the second vertical panel part, and the other side end of the first vertical panel part and the other side end of the second vertical panel part both extend outwards to form a covered edge. And a plurality of reinforcing and supporting mechanisms are arranged on the outer side surfaces of the first vertical panel part and the second vertical panel part. The cast-in-place concrete construction method adopting the novel shaping mold is suitable for multi-storey high-rise building projects with large volume, the shaping mold is designed and formed at one time according to construction drawings, the integral casting is realized, the construction is tight, the error is small, and the precision is high; the shaping mould can be repeatedly used, has high turnover rate, can be recycled and has low use cost.
Description
Technical Field
The utility model belongs to the technical field of construction, specifically indicate a design mould that is used for cast-in-place concrete riser bao guan.
Background
The economic construction of China is rapidly developed, more and more high-rise commercial and civil construction projects appear, and the hardcover house gradually becomes the mainstream of the modern urban building. When decorating kitchens, toilets and balconies, for some larger drain pipes, in order to not affect the attractiveness of kitchens, bathrooms and balconies, people mostly adopt a mode of wrapping the vertical pipe to shield, and most of the vertical pipe wrapping pipes in the building sleeves nationwide at present adopt a bricklaying method or a keel method to wrap the vertical pipe.
The bricklaying method is that after the pipeline is installed and corrected, a bricklayer constructs the pipeline, and before tiling, red bricks are used for bricking to surround the vertical pipe. Namely, red bricks or light bricks of 5 centimeters are used for building the bricks in a bucket manner, cement mortar can be used for plastering after the brick is built in the bucket and properly dried, and a waterproof layer is coated after plastering and then the face bricks are pasted.
The keel method is to install light steel keels or other aluminum alloy keels around the sewer pipe (riser). The expansion bolts are used for fixing the wall body firmly, and then the keels are used for installing ceramic tiles or plates.
The brick laying method in the prior art is finished by a muddy water technician, after the vertical pipe in the sleeve is installed and corrected, the pipe wall masonry is built by using brick building blocks, cement mortar is painted after the strength of the masonry meets the requirement, and then subsequent water proofing and facing are carried out. The keel method has relatively high manufacturing cost and high maintenance cost due to easy damage in subsequent use. The two methods are more complicated in process, long in construction period and high in cost, and are not beneficial to cost control and construction period control of large-size and tight-construction-period projects.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a simplify construction process, accelerate construction speed's adoption cast-in-place concrete riser bao guan's design mould is provided.
The utility model discloses a realize like this:
a design mould for cast-in-place concrete riser bao guan includes: a first facade plate part and a second facade plate part; one side end of the first vertical panel part is vertically intersected with one side end of the second vertical panel part, and the other side end of the first vertical panel part and the other side end of the second vertical panel part extend outwards to form a covered edge.
Furthermore, a plurality of reinforcing and supporting mechanisms are arranged on the outer side surfaces of the first vertical panel part and the second vertical panel part.
Furthermore, the reinforcing and supporting mechanism is in a shape like a Chinese character 'ji'.
Furthermore, the length of design mould is 1.4m, first facade board with the lateral surface of second facade board sets up three reinforcing support mechanism from last to down along 200mm, 500mm department.
Further, the shaping mold is made of a steel plate with the thickness of 3 mm.
Further, the width of the first facade plate part and the second facade plate part is 200mm.
The utility model has the advantages of: the cast-in-place concrete construction method adopting the novel shaping mold is suitable for multi-storey high-rise building projects with large volume, the shaping mold is designed and formed at one time according to construction drawings, the integral casting is realized, the construction is tight, the error is small, and the precision is high; the shaping mould can be repeatedly used, has high turnover rate, can be recycled and has low use cost. The transfer, the installation and the reinforcement of the shaping mold and the concrete pouring are simple and convenient, and a mechanic is not needed, so that the construction period is effectively saved, and the labor cost is reduced; after the form is removed, the surface quality of the concrete is smooth and clean, the requirements of the facing and the fair-faced concrete can be met, plastering is not needed, secondary plastering cost can be saved, working procedures are reduced, and the construction period is effectively saved.
Drawings
The invention will be further described with reference to the following examples and drawings.
Fig. 1 is a schematic cross-sectional view of the present invention.
Fig. 2 is a schematic view of the three-dimensional structure of the use state of the shaping mold of the present invention.
Fig. 3 is a front view of fig. 2.
Fig. 4 is a top view of fig. 2.
Detailed Description
As shown in fig. 1 to 4, a shaping mold 100 for cast-in-place concrete riser-clad pipe includes: a first facade panel 1 and a second facade panel 2; one side end of the first vertical panel part 1 is vertically intersected with one side end of the second vertical panel part 2, and both the other side end of the first vertical panel part 1 and the other side end of the second vertical panel part 2 extend out to form a covered edge 3.
The outer side surfaces of the first vertical panel part 1 and the second vertical panel part 2 are respectively provided with three reinforcing and supporting mechanisms 4 shaped like Chinese character 'ji'.
The length of the shaping mold 100 is 1.4m, and the width of the first facade plate part 1 and the second facade plate part 2 is 200mm; first facade board 1 with the lateral surface of second facade board 2 from last to handling three reinforcement supporting mechanism down along 200mm, 500 mm.
The concrete construction steps are as follows:
the method comprises the following steps: manufacturing a wrapping pipe shaping mold 100:
according to the installation position of the stand pipe 200 (the stand pipe 200 is installed at the corner of the wall 300) of a construction drawing, the size of the pipe-wrapping shaping mold 100 is determined, the mold is processed by a 3mm steel plate according to the actual size in a factory, and the length of each mold is 1.4m. (the stand pipe 200 is in the form of a single pipe, a double pipe, etc., and the stand pipe 200 has a diameter of 110mm, taking a general single pipe-in-pipe mold as an example)
The tube wrapping and shaping mold 100 comprises: a first facade panel 1 and a second facade panel 2; one side end of the first vertical panel part 1 is vertically intersected with one side end of the second vertical panel part 2, and both the other side end of the first vertical panel part 1 and the other side end of the second vertical panel part 2 extend out to form a covered edge 3;
the width of the first facade plate part 1 and the second facade plate part 2 is 200mm; three reinforcing and supporting mechanisms 4 are arranged on the outer side surfaces of the first vertical panel part 1 and the second vertical panel part 2 from top to bottom along the positions of 200mm, 500mm and 500mm, so that the transportation is facilitated;
step two: after the first section of the die is in place, reinforcing the die by adopting square timbers or adjustable rod pieces, and using concrete pouring components with the grade of C20;
step three: pouring and tamping concrete of the two-section component:
when the form removal condition is met, moving the template upwards and reinforcing, pouring and tamping the two-section member concrete, and filling mortar into the top end of the two-section member concrete by using fine aggregate concrete for leveling the top end of the two-section member concrete when the form removal condition is met;
step four: waterproof construction and subsequent facing operation.
The construction method of the cast-in-place concrete is suitable for the multi-layer high-rise hardbound building project with large volume, the mould is designed and formed at one time according to the construction drawing, the integral casting is carried out, the construction is tight, the error is small, and the precision is high; the mould can be repeatedly used, the turnover rate is high, the mould can be recycled, and the use cost is low. The mould is simple and convenient to transport, install, reinforce and pour concrete, does not need a mechanic, effectively saves the construction period and reduces the labor cost; after the form is removed, the surface quality of the concrete is smooth and clean, the requirements of the facing and the fair-faced concrete can be met, plastering is not needed, secondary plastering cost can be saved, working procedures are reduced, and the construction period is effectively saved. Meanwhile, the pipe-wrapping component is made of concrete, firm and good in sound insulation effect, and can be better contacted with the floor slab concrete, so that the node anti-seepage effect can be improved. The method can effectively save the construction period, simplify the construction process, improve the construction efficiency, reduce the construction cost, improve the building quality and have good economic benefit.
The above embodiments and drawings are not intended to limit the form and style of the present invention, and any suitable changes or modifications made by those skilled in the art should not be construed as departing from the scope of the present invention.
Claims (6)
1. The utility model provides a design mould that is used for cast-in-place concrete riser bao guan which characterized in that: the method comprises the following steps: a first facade plate part and a second facade plate part; one side end of the first vertical panel part is vertically intersected with one side end of the second vertical panel part, and the other side end of the first vertical panel part and the other side end of the second vertical panel part extend outwards to form a covered edge.
2. The shaping mold for the cast-in-place concrete riser-clad pipe according to claim 1, wherein: and a plurality of reinforcing and supporting mechanisms are arranged on the outer side surfaces of the first vertical panel part and the second vertical panel part.
3. The shaping mold for the cast-in-place concrete riser-clad pipe as recited in claim 2, wherein: the reinforcing and supporting mechanism is shaped like a Chinese character 'ji'.
4. The shaping mold for the cast-in-place concrete riser pipe according to claim 3, wherein: the length of design mould is 1.4m, first facade board with the lateral surface of second facade board sets up three reinforcement supporting mechanism from last to following 200mm, 500mm department down.
5. The shaping mold for the cast-in-place concrete riser pipe according to claim 1, wherein: the shaping mould is made of a steel plate with the thickness of 3 mm.
6. The shaping mold for the cast-in-place concrete riser pipe according to claim 1, wherein: the width of the first facade plate part and the second facade plate part is 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221695913.6U CN217975387U (en) | 2022-07-04 | 2022-07-04 | Shaping mould for cast-in-situ concrete riser-clad pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221695913.6U CN217975387U (en) | 2022-07-04 | 2022-07-04 | Shaping mould for cast-in-situ concrete riser-clad pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217975387U true CN217975387U (en) | 2022-12-06 |
Family
ID=84276443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221695913.6U Active CN217975387U (en) | 2022-07-04 | 2022-07-04 | Shaping mould for cast-in-situ concrete riser-clad pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217975387U (en) |
-
2022
- 2022-07-04 CN CN202221695913.6U patent/CN217975387U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108914965B (en) | Continuous construction method of aluminum alloy template for comprehensive pipe gallery | |
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN111946050A (en) | Aluminum alloy formwork construction method applied to assembly type engineering | |
| CN104563282B (en) | Integral constructing method of house body structure and wall structure and house | |
| CN211007032U (en) | Concrete bay window plastering-free construction structure | |
| CN108755972B (en) | Foot pad for prefabricated part and using method thereof | |
| CN202099901U (en) | Troweling structure for treatment on junction part of concrete wall column and filler wall | |
| CN217975387U (en) | Shaping mould for cast-in-situ concrete riser-clad pipe | |
| CN210263490U (en) | Assembled wall that possesses adjustable extending structure | |
| CN203334661U (en) | Scaffold-hole-free formwork construction device for brick-concrete structure construction column | |
| CN112411798A (en) | Synchronous construction method for prefabricated guide wall and main structure of toilet | |
| CN218374567U (en) | Can fix a position ALC wallboard reinforced structure that can exempt from to plaster | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN115262960A (en) | Vertical pipe-wrapped construction method for cast-in-place concrete by adopting shaping mold | |
| CN110735485A (en) | Construction method of precast concrete guide walls | |
| CN102758486A (en) | Anti-seepage method for building engineering | |
| CN104594630A (en) | House wall structure and body structure post-casting integrative construction method and house | |
| CN213773865U (en) | Precast concrete reversed bank | |
| CN211037664U (en) | Stone material ground and ceramic tile ground handing-over department node structure | |
| CN102535847A (en) | Method for constructing gypsum self-insulation outer wall block masonry | |
| CN109779311A (en) | The hard-cover integral vacuum toilet of fulgurite separate type, wall setting water pipe groove and hole | |
| CN221095721U (en) | Machine-made flue gas duct mounting and dismounting positioning device | |
| CN109707184A (en) | The hard-cover integral vacuum toilet of fulgurite separate type, wall setting water pipe groove | |
| CN109779312A (en) | The blank integral vacuum toilet of fulgurite separate type, wall setting water pipe groove and hole | |
| CN109779317A (en) | Fulgurite is embedded, the blank integral vacuum toilet of wall setting water pipe groove |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |