CN113878707A - Concrete slab piping integrated forming method - Google Patents
Concrete slab piping integrated forming method Download PDFInfo
- Publication number
- CN113878707A CN113878707A CN202110969826.9A CN202110969826A CN113878707A CN 113878707 A CN113878707 A CN 113878707A CN 202110969826 A CN202110969826 A CN 202110969826A CN 113878707 A CN113878707 A CN 113878707A
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- CN
- China
- Prior art keywords
- pushing
- pipe
- plate
- concrete
- driving cylinder
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- 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.)
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0025—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with installation or service material, e.g. tubes for electricity or water
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0056—Means for inserting the elements into the mould or supporting them in the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
Abstract
The invention discloses a concrete slab piping integrated forming method, which comprises two procedures of side pushing and pouring forming, wherein a concrete template is fixed on one side of a concrete piping pushing device through a bent cover plate; the concrete pipe pushing device is used for pushing a pipe into the concrete template and performing pouring forming on a grouting opening at the top of the concrete template; and an electric box forming device is arranged at the top of the concrete template. Before concrete placement shaping, push away the piping to preset the position, guarantee the convenient installation of presetting of piping, guarantee fashioned concrete slab overall structure nature, be convenient for later stage construction and integration shaping. The concrete slab and pipe assembling system is high in convenience degree, capable of effectively guaranteeing construction progress of the concrete slabs and the pipe assembling, high in technical application value and suitable for large-scale technical popularization.
Description
Technical Field
The invention relates to an integral forming method for an autoclaved aerated concrete slab, which can be matched with the forming process of a concrete template for push mounting and belongs to the technical field of concrete slab forming dies.
Background
When the autoclaved aerated concrete slab is installed at present, an electric pipe laid in the concrete slab needs to be subjected to back grooving and grooving after the wallboard is installed, then an electric pipe is laid, plugging and plastering are carried out after the electric pipe is installed, and a series of anti-cracking measures are taken by adding glass fiber gridding cloth along the grooving position of the electric pipe, so that cracks are prevented from being generated at the later stage of the electric pipe laying position of the back grooving. The main technical difficulties are as follows:
(1) the wall board at the joint cutting position of the laid electric pipe is seriously damaged and difficult to repair;
(2) the joint cutting position of the laid electric pipe needs to be repaired, so that time and labor are wasted, and the cost is increased;
(3) after the autoclaved aerated concrete wallboard is installed, the joint is cut and grooved after the strength of the adhesive is required, then the electric piping installation construction is carried out, the process penetration is more, the construction time is occupied, and the subsequent construction is not favorable;
(4) the risk of generating cracks at the joint cutting and slotting position of the laid electric pipe at the later stage is greatly increased compared with the probability of generating cracks at the wall plate position without joint cutting and slotting.
(5) The height and position depth of the electric box are controlled poorly.
Disclosure of Invention
The invention provides a concrete plate and piping integrated forming method, aiming at the technical problems existing in the installation and arrangement of piping in the existing installation design of a concrete plate. The method provided by the invention mainly utilizes the concrete plate and pipe integrated forming device to perform auxiliary forming, and in actual construction, the integral technical preparation is completed through two procedures of side pushing and pouring forming, and the whole technical method is high in smoothness degree. The concrete slab piping integrated forming and pushing device is a multi-connecting-rod multi-layer directional pushing mechanism, can be installed on the side part of a concrete template, and realizes the mounting and forming of the piping through multi-connecting-rod movement and layer-by-layer directional pushing of guide plates.
The technical scheme adopted by the invention is a concrete plate piping integrated forming method, and the device for realizing the method comprises a concrete piping pushing device 1 and a concrete template 2; the concrete template 2 is fixed on one side of the concrete pipe pushing device 1 through a bent cover plate 3; the concrete pipe pushing device 1 is used for pushing a pipe into the concrete template 2 and performing pouring forming on a pouring port 4 at the top of the concrete template 2; and an electric box forming device 5 is arranged at the top of the concrete template 2.
The concrete pipe pushing device 1 comprises a frame part, a hydraulic rod connecting part and a pipe pushing part; the hydraulic rod connecting part and the pipe adding and pushing part are both arranged on the frame part, and the hydraulic rod connecting part is used for adjusting the position of the pipe adding and pushing part.
The frame part comprises a front panel 11, a rear panel 12, a guide post 13, a lead screw 14 and a driving motor 15.
The pipe pushing part comprises a pushing front plate 21, a pushing middle plate 22 and a pushing rear plate 23.
The hydraulic rod connecting part comprises a pushing back plate connecting rod 31, a hydraulic telescopic rod 32 and a main connecting arm 33.
Specifically, the technical implementation process of the method is as follows: in the concrete pipe pushing device 1, a pipe is manually inserted into a pipe pushing hole of the rear panel 12, and then moved along the pipe pushing hole of the pushing front plate 21, the driving cylinder 221 and the pushing top block 231 in sequence until the end of the pipe extends into the pushing front plate 21; the hydraulic telescopic rod 32 is driven by a hydraulic system to extend, the driving force of the hydraulic telescopic rod 32 drives the main connecting arm 33 and the pushing back plate connecting rod 31 to move towards two opposite directions, and at the moment, the pushing back plate 23 is pressed to a limiting position; the rear panel 12 drives the pushing front plate 21, the driving cylinder 211, the driving cylinder 221 and the pushing middle plate 22 to move backwards; no relative motion exists between the driving cylinder 211 and the driving cylinder 221; until the tubing is separated from the tubing thrust hole of the drive cylinder 221; at this time, the driving motor 15 is started, the driving motor 15 drives the screw rod 14 to rotate, because the relative position of the hydraulic telescopic rod 32 locked by the rear panel 12 is not moved, the screw rod 14 applies a driving force to the pushing front plate 21, the pushing front plate 21 moves along the guide column 13, the pushing front plate 21 drives the driving cylinder 211 to move, the bump structure in the driving cylinder 211 moves along the curved groove in a single direction, at this time, the driving cylinder 221 rotates, and the pipe pushing hole of the driving cylinder 221 is not aligned with the pipe; the pipe is continuously pushed to move along the pushing block 231 until the pipe extends into the concrete template 2, and the grouting opening 4 at the top of the concrete template 2 is subjected to grouting forming; the electric box structure formed by the electric box forming device 5 is communicated with the position of a pipe; removing the die and cutting off redundant piping; finally, the driving motor 15 rotates reversely, the hydraulic telescopic rod 32 is reset, and the pipe distribution pushing holes in the middle of the rear panel 12, the pushing front plate 21, the driving cylinder 221 and the pushing top block 231 are in the coaxial position again for next pushing distribution.
Four guide posts 13 are arranged between the front panel 11 and the rear panel 12; the push-on front plate 21, the push-on middle plate 22 and the push-on rear plate 23 are arranged in parallel in sequence between the front panel 11 and the rear panel 12, and the corners of the push-on front plate 21, the push-on middle plate 22 and the push-on rear plate 23 are penetrated by the guide columns 13.
Two driving motors 15 are arranged on the side part of the rear panel 12, the driving motors 15 are connected with a screw rod 14, one end of the screw rod 14 penetrates through the rear panel 12, and the other end of the screw rod 14 is installed on a pushing front panel 21; a driving cylinder 211 is arranged at the side part of the pushing front plate 21, a driving cylinder 221 is arranged in the middle of the pushing middle plate 22, and the driving cylinder 211 and the driving cylinder 221 are driven in a matching way through a sliding groove mechanism; the middle of the pushing back plate 23 is provided with a pushing block 231; the middle parts of the back panel 12, the pushing front panel 21, the driving cylinder 221 and the pushing top block 231 are all coaxially provided with a pipe pushing hole.
The side part of the push back plate 23 is hinged with a push back plate connecting rod 31, the push back plate connecting rod 31 is hinged with a hydraulic telescopic rod 32 and a main connecting arm 33, and the hydraulic telescopic rod 32 is installed on the front panel 11; the main connecting arm 33 is mounted on the rear panel 12. The front panel 11 is connected with the concrete form 2.
Furthermore, a limiting plate is arranged on the side of the rear pushing plate 23 to ensure the fixed distance between the rear pushing plate 23 and the front panel 11.
Further, the number of the pipe pushing holes is not less than two.
Further, the sliding groove mechanism is a convex block structure arranged on the inner wall of the driving cylinder 211 and a curved groove on the outer wall of the driving cylinder 221, and the convex block structure can slide along the curved groove; when the driving cylinder 211 is slid in one direction in the horizontal direction, the driving cylinder 221 can be rotated by a certain angle about the thrust plate 22.
Further, the ejector block 231 is an opening forming structure in the concrete plate mold, and is used for forming an opening structure of a pre-embedded pipe in the concrete plate, so that later-stage construction and maintenance are facilitated.
Further, the tubing is a PVC pipe.
Further, the screw 14 and the thrust front plate 21 are fixedly connected together through a ball screw bearing.
Furthermore, the curved cover plate 3 is an elastic plastic plate and has certain elastic deformability. The bent cover plate 3 is connected with the concrete template 2 through a buckle, so that the bent cover plate is convenient to mount or dismount.
Further, the electric box forming device 5 drives the template lug to move downwards by the motor, and the electric box is communicated with the pipe after forming.
Compared with the prior art, the method has the advantages that the integral forming process is simple and rapid, and the prepared concrete block has good integrity; the pipe and the concrete slab are installed and formed at one time according to the design, so that additional grooving, installation, repair and the like of a joint in a construction site are avoided; the whole operation is smoother and unified in standard. The device is high in convenience degree, can effectively guarantee the construction progress, is high in technical application value, and is suitable for large-scale technical popularization.
Drawings
Fig. 1 is a schematic view of the overall structure of the concrete pipe integrated molding apparatus.
Fig. 2 is a schematic view of the overall structure of the pushing device.
Fig. 3 is a schematic view of the pushing device in a contracted state.
Fig. 4 is a schematic cross-sectional view of a pushing device, showing a bump structure and a curved groove.
FIG. 5 shows a first pipe installation diagram.
Fig. 6 is a second pipe installation diagram.
Fig. 7 is a third piping installation diagram.
Fig. 8 is a fourth piping installation diagram.
Fig. 9 is a schematic view of the overall structure of the concrete form.
Fig. 10 is a schematic view of a block structure of the concrete form.
Fig. 11 is a schematic view of a concrete form after casting.
FIG. 12 is a flow chart of the overall implementation of the method.
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 a part of the embodiments of the present invention, and not all of the embodiments. The following description of an exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The relative arrangement of the components and steps, the numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present invention unless specifically stated otherwise.
Meanwhile, it should be understood that the sizes of the respective portions shown in the drawings are not drawn in an actual proportional relationship for the convenience of description.
Techniques, methods, and apparatus known to those of ordinary skill in the relevant art may not be discussed in detail but are intended to be part of the specification where appropriate.
In all examples shown and discussed herein, any particular value should be construed as merely illustrative, and not limiting. Thus, other examples of the exemplary embodiments may have different values
A concrete plate piping integrated forming device comprises a concrete piping pushing device 1 and a concrete template 2; the concrete template 2 is fixed on one side of the concrete pipe pushing device 1 through a bent cover plate 3; the concrete pipe pushing device 1 is used for pushing a pipe into the concrete template 2 and performing pouring forming on a pouring port 4 at the top of the concrete template 2; and an electric box forming device 5 is arranged at the top of the concrete template 2.
As shown in fig. 1, a concrete template 2 of the device is arranged at the side part of a concrete pipe pushing device 1 and is used for forming and pouring concrete; the concrete pipe pushing device 1 can push the pipe into the concrete template 2, and concrete is poured at a grouting opening 4 at the top of the concrete template 2;
the concrete pipe pushing device 1 comprises a frame part, a hydraulic rod connecting part and a pipe pushing part; the hydraulic rod connecting part and the pipe adding and pushing part are both arranged on the frame part, and the hydraulic rod connecting part is used for adjusting the position of the pipe adding and pushing part.
The frame part comprises a front panel 11, a rear panel 12, a guide post 13, a lead screw 14 and a driving motor 15.
The pipe pushing part comprises a pushing front plate 21, a pushing middle plate 22 and a pushing rear plate 23.
The hydraulic rod connecting part comprises a pushing back plate connecting rod 31, a hydraulic telescopic rod 32 and a main connecting arm 33.
Four guide posts 13 are arranged between the front panel 11 and the rear panel 12; the push-on front plate 21, the push-on middle plate 22 and the push-on rear plate 23 are arranged in parallel in sequence between the front panel 11 and the rear panel 12, and the corners of the push-on front plate 21, the push-on middle plate 22 and the push-on rear plate 23 are penetrated by the guide columns 13.
Two driving motors 15 are arranged on the side part of the rear panel 12, the driving motors 15 are connected with a screw rod 14, one end of the screw rod 14 penetrates through the rear panel 12, and the other end of the screw rod 14 is installed on a pushing front panel 21; a driving cylinder 211 is arranged at the side part of the pushing front plate 21, a driving cylinder 221 is arranged in the middle of the pushing middle plate 22, and the driving cylinder 211 and the driving cylinder 221 are driven in a matching way through a sliding groove mechanism; the middle of the pushing back plate 23 is provided with a pushing block 231; the middle parts of the back panel 12, the pushing front panel 21, the driving cylinder 221 and the pushing top block 231 are all coaxially provided with a pipe pushing hole.
The side part of the push back plate 23 is hinged with a push back plate connecting rod 31, the push back plate connecting rod 31 is hinged with a hydraulic telescopic rod 32 and a main connecting arm 33, and the hydraulic telescopic rod 32 is installed on the front panel 11; the main connecting arm 33 is mounted on the rear panel 12.
Further, the front panel 11 is connected with a concrete slab mold.
Furthermore, a limiting plate is arranged on the side of the rear pushing plate 23 to ensure the fixed distance between the rear pushing plate 23 and the front panel 11.
Further, the number of the pipe pushing holes is not less than two.
Further, the sliding groove mechanism is a convex block structure arranged on the inner wall of the driving cylinder 211 and a curved groove on the outer wall of the driving cylinder 221, and the convex block structure can slide along the curved groove; when the driving cylinder 211 is slid in one direction in the horizontal direction, the driving cylinder 221 can be rotated by a certain angle about the thrust plate 22. As shown in fig. 3, the curved groove is a sliding groove structure along the outer wall of the driving cylinder 221, and the sliding groove has a certain length and is arranged in a similar S shape.
Further, the ejector block 231 is an opening forming structure in the concrete plate mold, and is used for forming an opening structure of a pre-embedded pipe in the concrete plate, so that later-stage construction and maintenance are facilitated.
Further, the tubing is a PVC pipe.
Further, the screw 14 and the thrust front plate 21 are fixedly connected together through a ball screw bearing.
Further, the construction process of the device is as follows, in the early installation process, a concrete template 2 is fixed on one side of the concrete pipe pushing device 1 through a bent cover plate 3; a motor of an electric box forming device 5 arranged at the top of the concrete template 2 is started and drives a template lug to move downwards, so that the forming of an electric box is completed; completing the installation and the forming of the concrete template 2;
in the concrete pipe pushing device 1, a pipe is manually inserted into a pipe pushing hole of the rear panel 12, and then moved along the pipe pushing hole of the pushing front plate 21, the driving cylinder 221 and the pushing top block 231 in sequence until the end of the pipe extends into the pushing front plate 21; the hydraulic telescopic rod 32 is driven by a hydraulic system to extend, the driving force of the hydraulic telescopic rod 32 drives the main connecting arm 33 and the pushing back plate connecting rod 31 to move towards two opposite directions, and at the moment, the pushing back plate 23 is pressed to a limiting position; the rear panel 12 drives the pushing front plate 21, the driving cylinder 211, the driving cylinder 221 and the pushing middle plate 22 to move backwards (relative to the pushing rear plate 23 along the moving direction of the front panel 11); it should be noted that there is no relative movement between the driving cylinder 211 and the driving cylinder 221 (i.e. the protrusion structure is provided with the end of the curved groove, and the protrusion structure pulls the driving cylinder 221 to move); until the tubing is separated from the tubing thrust hole of the drive cylinder 221; at this time, the driving motor 15 is started, the driving motor 15 drives the screw rod 14 to rotate, because the relative position of the hydraulic telescopic rod 32 locked by the rear panel 12 is not moved, the screw rod 14 applies a driving force to the pushing front plate 21, the pushing front plate 21 moves along the guide column 13, the pushing front plate 21 drives the driving cylinder 211 to move, the bump structure in the driving cylinder 211 moves along the curved groove in a single direction, at this time, the driving cylinder 221 rotates, and the pipe pushing hole of the driving cylinder 221 is not aligned with the pipe; the pipe is continuously pushed to move along the pushing block 231 until the pipe extends into the concrete template 2, and the grouting opening 4 at the top of the concrete template 2 is subjected to grouting forming; the electric box structure formed by the electric box forming device 5 is communicated with the position of a pipe; removing the die and cutting off redundant piping; finally, the driving motor 15 rotates reversely, the hydraulic telescopic rod 32 is reset, and the pipe distribution pushing holes in the middle of the rear panel 12, the pushing front plate 21, the driving cylinder 221 and the pushing top block 231 are in the coaxial position again for next pushing distribution.
Examples
Taking an autoclaved aerated concrete slab with the thickness of 200mm and the width of 600mm as an example; and the pre-buried distribution pipe is connected with the electric distribution pipe reserved in the floor slab to form a reserved butt joint hole. The pipe is correspondingly assembled when the concrete template is formed through the pushing device; the method avoids grooving due to laying of electrical piping after the autoclaved aerated concrete slab is installed, reduces interpenetration construction operation of various kinds of work, saves construction time and construction cost. The damage of the autoclaved aerated concrete slab is reduced, and the repair workload is reduced. The use amount of raw materials such as anti-crack glass fiber mesh cloth, pipes, plastering engineering amount and the like is reduced, and the cost is saved. The risk that cracks appear on the wall surface of the autoclaved aerated concrete slab due to the fact that grooving of a cutting seam for laying an electrical piping is increased is avoided. The position and the height of the electric box are effectively controlled.
Claims (10)
1. A concrete slab piping integrated molding method is disclosed, and a device for realizing the method comprises a concrete piping pushing device and a concrete template; the concrete template is fixed on one side of the concrete pipe pushing device through the bent cover plate; the concrete pipe pushing device is used for pushing a pipe into the concrete template and performing pouring forming on a grouting opening at the top of the concrete template; an electric box forming device is arranged at the top of the concrete template;
the concrete pipe pushing device comprises a frame part, a hydraulic rod connecting part and a pipe pushing part; the hydraulic rod connecting part and the pipe adding and pushing part are both arranged on the frame part, and the hydraulic rod connecting part is used for adjusting the position of the pipe adding and pushing part; the frame part comprises a front panel, a rear panel, a guide post, a screw rod and a driving motor; the pipe adding and pushing part comprises a adding and pushing front plate, a adding and pushing middle plate and a adding and pushing rear plate; the hydraulic rod connecting part comprises a pushing back plate connecting rod, a hydraulic telescopic rod and a main connecting arm;
the method is characterized in that: in the concrete pipe pushing device, a pipe is manually inserted into a pipe pushing hole of a rear panel, and then the pipe is moved along the pipe pushing hole of a pushing front plate, a driving cylinder and a pushing top block in sequence until the tail end of the pipe extends into the pushing front plate; the hydraulic telescopic rod is driven by a hydraulic system to extend, the driving force of the hydraulic telescopic rod drives the main connecting arm and the pushing back plate connecting rod to move towards two opposite directions, and at the moment, the pushing back plate is pressed to a limiting position; the rear panel drives the pushing front plate, the driving cylinder and the pushing middle plate to move backwards; the driving cylinder and the driving cylinder do not move relatively; until the pipe is separated from the pipe pushing hole of the driving cylinder; at the moment, a driving motor is started, the driving motor drives a lead screw to rotate, the lead screw applies driving force to a pushing front plate due to the fact that the hydraulic telescopic rod is locked and the relative position of a rear panel is not moved, the pushing front plate moves along a guide post, the pushing front plate drives a driving cylinder to move, a bump structure in the driving cylinder moves in a single direction along a curved groove, the driving cylinder rotates at the moment, and a pipe adding and pushing hole of the driving cylinder is not aligned with a pipe any more; continuously pushing the pipe fitting to move along the pushing block until the pipe fitting extends into the concrete formwork, and performing pouring forming on a grouting opening in the top of the concrete formwork; the electric box structure formed by the electric box forming device is communicated with the position of the pipe; removing the die and cutting off redundant piping; and finally, the driving motor rotates reversely, the hydraulic telescopic rod resets, and the pipe adding and pushing holes in the middles of the rear panel, the adding and pushing front plate, the driving cylinder and the adding and pushing ejector block are in the same axial position again for next adding and pushing distribution.
2. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: four guide posts are arranged between the front panel and the rear panel; the pushing front plate, the pushing middle plate and the pushing rear plate are sequentially arranged between the front panel and the rear panel in parallel, and the corners of the pushing front plate, the pushing middle plate and the pushing rear plate are penetrated by guide columns;
two driving motors are arranged on the side part of the rear panel and connected with a screw rod, one end of the screw rod penetrates through the rear panel, and the other end of the screw rod is arranged on the pushing front plate; a driving cylinder is arranged at the side part of the pushing front plate, a driving cylinder is arranged in the middle of the pushing middle plate, and the driving cylinder are driven in a matched mode through a sliding groove mechanism; the middle of the pushing rear plate is provided with a pushing top block; the middle parts of the rear panel, the pushing front plate, the driving cylinder and the pushing top block are coaxially provided with a pipe matching pushing hole;
the side part of the pushing rear plate is hinged with a pushing rear plate connecting rod, the pushing rear plate connecting rod is hinged with the hydraulic telescopic rod and the main connecting arm together, and the hydraulic telescopic rod is installed on the front panel; the main connecting arm is arranged on the rear panel; the front panel is connected with the concrete template.
3. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the side part of the back plate is provided with a limiting plate, so that the fixed distance between the back plate and the front plate is ensured.
4. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the number of the pipe pushing holes is not less than two.
5. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the sliding groove mechanism is a convex block structure arranged on the inner wall of the driving cylinder and a curved groove arranged on the outer wall of the driving cylinder, and the convex block structure can slide along the curved groove; when the driving cylinder slides in one direction along the horizontal direction, the driving cylinder can rotate for a certain angle around the pushing middle plate.
6. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the pushing and ejecting block is an opening forming structure in a concrete plate mould and is used for forming an opening structure of a pre-buried pipe in a concrete plate.
7. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the tubing is a PVC tube.
8. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the screw rod and the pushing front plate are fixedly connected together through a ball screw bearing.
9. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the bent cover plate is an elastic plastic plate and has certain elastic deformation capacity; the bent cover plate is connected with the concrete template through a buckle.
10. The integrated forming method for the concrete plate and the pipe according to claim 1, wherein: the electric box forming device drives the template lug to move downwards by the motor, and the electric box is communicated with the distribution pipe after forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110969826.9A CN113878707A (en) | 2021-08-23 | 2021-08-23 | Concrete slab piping integrated forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110969826.9A CN113878707A (en) | 2021-08-23 | 2021-08-23 | Concrete slab piping integrated forming method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113878707A true CN113878707A (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110969826.9A Withdrawn CN113878707A (en) | 2021-08-23 | 2021-08-23 | Concrete slab piping integrated forming method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114559529A (en) * | 2022-04-02 | 2022-05-31 | 南通理工学院 | Manufacturing device for precast concrete component |
-
2021
- 2021-08-23 CN CN202110969826.9A patent/CN113878707A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114559529A (en) * | 2022-04-02 | 2022-05-31 | 南通理工学院 | Manufacturing device for precast concrete component |
| CN114559529B (en) * | 2022-04-02 | 2023-04-28 | 南通理工学院 | Precast concrete member's manufacturing installation |
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Application publication date: 20220104 |