CN112372824B - Prestressed precast concrete tubular pile pouring steel template - Google Patents
Prestressed precast concrete tubular pile pouring steel template Download PDFInfo
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- CN112372824B CN112372824B CN202011254505.2A CN202011254505A CN112372824B CN 112372824 B CN112372824 B CN 112372824B CN 202011254505 A CN202011254505 A CN 202011254505A CN 112372824 B CN112372824 B CN 112372824B
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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
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/76—Moulds
- B28B21/82—Moulds built-up from several parts; Multiple moulds; Moulds with adjustable parts
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Abstract
The invention provides a prestressed precast concrete pipe pile pouring steel template which comprises a bottom plate, an adjusting motor, an adjusting screw rod, a sliding side plate, an upper module unit and a lower module unit, wherein the adjusting screw rod is arranged on the bottom plate; the invention solves the problems that the H-shaped concrete pipe pile casting steel template mainly exists in the use process of the existing H-shaped concrete pipe pile casting steel template, and the H-shaped pipe piles with various wall thicknesses can not be adjusted and cast in the casting process; the use effect that leads to H type concrete pipe pile is low to current H type concrete pipe pile pouring steel system template spills easily at the in-process concrete of pouring concrete, and then influences concrete pipe pile's pouring effect, thereby the steel template that leads to spilling the concrete that leaks condenses each other with the pouring influences the scheduling problem.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a prestressed precast concrete pipe pile pouring steel template.
Background
The precast concrete tubular pile is a tubular product made of concrete and is mainly used in the construction industry; mainly in specific geological environment, the pile driver is driven into the ground to be used as the foundation of the building. Concrete is cast and molded in the production and manufacturing of the concrete pipe pile, and a special cast steel template is needed in the casting and molding of the concrete pipe pile; the following problems mainly exist in the process of using the cast steel template for the specific H-shaped concrete pipe pile:
h-shaped concrete pipe pile pouring steel templates cannot adjust and pour H-shaped pipe piles with various wall thicknesses in the pouring process; the use effect that leads to H type concrete pipe pile is low to current H type concrete pipe pile pouring steel system template spills easily at the in-process concrete of pouring concrete, and then influences concrete pipe pile's pouring effect, thereby the steel template that leads to the concrete of spilling to leak and the watering each other congeals and influences the drawing of patterns.
In order to improve the pouring effect of the concrete pipe pile and prevent the H-shaped concrete pipe pile from overflowing and leaking in the pouring process; the invention provides a steel template for pouring prestressed precast concrete pipe piles.
Disclosure of Invention
In order to achieve the purpose, the invention adopts the following technical scheme; a steel template for pouring a prestressed precast concrete pipe pile comprises a bottom plate, an adjusting motor, an adjusting screw rod, a sliding side plate, an upper module unit and a lower module unit; the upper end surface of the bottom plate is symmetrically provided with sliding grooves, the right end surface of the bottom plate is provided with an adjusting motor through a motor base, an output shaft of the adjusting motor is connected with a right end shaft head of an adjusting screw rod through a coupler, and a left end shaft head of the adjusting screw rod is arranged on the inner wall of the sliding groove on the left side of the upper end surface of the bottom plate through a bearing; a sliding side plate is arranged in the sliding groove of the bottom plate in a sliding fit mode, and the sliding side plate is arranged on the adjusting screw rod in a thread fit mode; the inner wall of the sliding side plate is provided with a mounting groove, and the lower module unit and the upper module unit are both mounted in the mounting groove of the sliding side plate in a sliding fit manner; the upper module unit is positioned right above the lower module unit, the lower module unit and the upper module unit are in the same structure, and the upper module unit and the lower module unit are fixedly connected through uniformly arranged bolts; wherein:
the upper module unit comprises a clamping sleeve, a thickness adjusting unit and an execution unit; the clamping sleeve is of a U-shaped structure, a limiting sliding groove is formed in the inner wall of the clamping sleeve, and the thickness adjusting unit is installed in the limiting sliding groove of the clamping sleeve in a sliding fit mode; the outer wall of the top end of the clamping sleeve is uniformly provided with circular guide holes communicated with the inside of the clamping sleeve; the clamping sleeve is characterized in that rectangular movable holes are symmetrically formed in the side wall of the clamping sleeve, and the execution units are symmetrically arranged in the movable holes of the clamping sleeve in a sliding fit mode.
Preferably; the thickness adjusting unit comprises an adjusting column, an adjusting screw disc, a limiting spring, a blocking plate, an auxiliary spring and an auxiliary block; the adjusting device comprises a clamping sleeve, a blocking plate, a regulating post, a regulating screw disc, a limiting spring, a bearing, a mounting hole, a screw thread, a sliding fit mode and a mounting hole, wherein the outer wall of the regulating post is provided with the screw thread, the regulating post is uniformly arranged in the circular guide hole of the clamping sleeve in the sliding fit mode, the regulating screw disc is arranged on the outer wall of the regulating post outside the clamping sleeve in the threaded connection mode, the limiting spring is sleeved on the outer wall of the regulating post inside the clamping sleeve, the blocking plate is arranged on the limiting chute inside the clamping sleeve in the sliding fit mode, the blocking plate is connected with the bottom end of the regulating post through the bearing, and the side wall of the blocking plate is symmetrically provided with the mounting hole; the inside of the blocking plate mounting hole is provided with an auxiliary spring; the inner wall of the mounting hole of the blocking plate is provided with an auxiliary block in a sliding fit mode; one end of the auxiliary block in the mounting hole of the blocking plate is connected with the auxiliary spring; the position of adjusting the post is adjusted through operating the adjusting screw disc, thereby the position of further regulation baffler is convenient for pour the H type concrete pipe pile of multiple wall thickness.
Preferably; the execution unit comprises an execution clamping frame, an execution spring, an execution column and a control nut; the execution spring is arranged in the rectangular movable hole of the clamping sleeve, the execution clamping frame is arranged in the rectangular movable hole of the clamping sleeve in a sliding fit mode, the execution spring is matched with the inner wall of the execution clamping frame, the execution clamping frame is of a U-shaped structure, and the execution column penetrates through the clamping sleeve from the outer wall of the clamping sleeve to the inside of the clamping sleeve and is installed on the execution clamping frame through a bearing; the outer wall of the execution column positioned on the outer wall of the clamping sleeve is provided with a control nut in a threaded connection mode; according to the wall thickness of the manufactured H-shaped concrete pipe pile, the actuating column is adjusted by screwing the operating nut, and then the actuating clamping frame is controlled to move, so that the H-shaped concrete pipe piles with various wall thicknesses can be conveniently cast and molded, and the application range of the invention is enlarged.
Preferably; the side wall of the barrier plate is uniformly provided with movable beads in a movable connection mode; the side wall of the blocking plate is uniformly provided with movable beads in a movable connection mode, so that the blocking plate and the clamping sleeve can be in sliding fit.
Preferably; one end of the outer part of the auxiliary block is made of rubber; the sealing performance between the auxiliary block and the inner wall of the clamping sleeve is effectively guaranteed by arranging one end of the outer part of the auxiliary block to be made of rubber.
Preferably; the outer wall of the lower end of the execution clamping frame is provided with a magnetic block; the outer wall of the lower end of the execution clamping frame is provided with the magnetic block, so that the adsorption sealing performance of the execution clamping frame is guaranteed, and the concrete molding of the internal injection is effectively guaranteed.
According to the wall thickness of the manufactured H-shaped concrete pipe pile, the actuating column is adjusted by screwing the operating nut, and the actuating column is further controlled to move, so that the H-shaped concrete pipe piles with various wall thicknesses can be conveniently cast and molded, and the application range of the H-shaped concrete pipe pile is widened;
the position of the adjusting column is adjusted by operating the adjusting screw disc, and the position of the blocking plate is further adjusted, so that the H-shaped concrete pipe pile with various wall thicknesses can be conveniently poured;
and thirdly, the outer wall of the lower end of the execution clamping frame is provided with the magnetic block, so that the adsorption sealing performance of the execution clamping frame is ensured, and the molding of the internally injected concrete is effectively ensured.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a front view of the present invention;
FIG. 2 is a top view of the present invention;
FIG. 3 is a front view position cross-sectional view of the present invention;
FIG. 4 is an enlarged view of a portion of the invention at A in FIG. 3;
FIG. 5 is a perspective view of the sliding side plate of the present invention;
fig. 6 is a top view of a bayonet sleeve of the present invention.
Detailed Description
Embodiments of the present invention will be described below with reference to the drawings. In this process, the width of the lines or the size of the components in the drawings may be exaggerated for clarity and convenience of description.
The following terms are defined based on the functions of the present invention, and may be different depending on the intention of the user or the operator or the convention. Therefore, these terms are defined based on the entire contents of the present specification.
As shown in fig. 1 to 6, a prestressed precast concrete pipe pile pouring steel formwork comprises a bottom plate 1, an adjusting motor 2, an adjusting screw 3, a sliding side plate 4, an upper module unit 5 and a lower module unit 6; the upper end surface of the bottom plate 1 is symmetrically provided with sliding grooves, the right end surface of the bottom plate 1 is provided with an adjusting motor 2 through a motor base, an output shaft of the adjusting motor 2 is connected with a right end shaft head of an adjusting screw rod 3 through a coupler, and a left end shaft head of the adjusting screw rod 3 is arranged on the inner wall of the sliding groove on the left side of the upper end surface of the bottom plate 1 through a bearing; a sliding side plate 4 is arranged in the sliding groove of the bottom plate 1 in a sliding fit mode, and the sliding side plate 4 is arranged on the adjusting screw rod 3 in a thread fit mode; the inner wall of the sliding side plate 4 is provided with a mounting groove, and the lower module unit 6 and the upper module unit 5 are both mounted in the mounting groove of the sliding side plate 4 in a sliding fit manner; the upper module unit 5 is positioned right above the lower module unit, the lower module unit 6 and the upper module unit 5 are in the same structure, and the upper module unit 5 and the lower module unit 6 are fixedly connected through uniformly arranged bolts; wherein:
the upper module unit 5 comprises a clamping sleeve 51, a thickness adjusting unit 52 and an executing unit 53; the clamping sleeve 51 is of a U-shaped structure, a limiting sliding groove is formed in the inner wall of the clamping sleeve 51, and the thickness adjusting unit 52 is installed in the limiting sliding groove of the clamping sleeve 51 in a sliding fit mode; the outer wall of the top end of the clamping sleeve 51 is uniformly provided with circular guide holes communicated with the inside of the clamping sleeve 51; the clamping sleeve 51 lateral wall symmetry be provided with the rectangle activity hole, execution unit 53 through sliding fit mode symmetry set up in the activity hole of clamping sleeve 51.
The thickness adjusting unit 52 comprises an adjusting column 521, an adjusting screw disc 522, a limit spring 523, a blocking plate 524, an auxiliary spring 525 and an auxiliary block 526; the outer wall of the adjusting column 521 is provided with threads, the adjusting column 521 is uniformly arranged in a circular guide hole of the clamping sleeve 51 in a sliding fit mode, an adjusting screw disc 522 is arranged on the outer wall of the adjusting column 521 positioned outside the clamping sleeve 51 in a threaded connection mode, a limiting spring 523 is sleeved on the outer wall of the adjusting column 521 positioned inside the clamping sleeve 51, the blocking plate 524 is arranged on a limiting sliding chute inside the clamping sleeve 51 in a sliding fit mode, the blocking plate 524 is connected with the bottom end of the adjusting column 521 through a bearing, and movable beads are uniformly arranged on the side wall of the blocking plate 524 in a movable connection mode; the side wall of the blocking plate 524 is uniformly provided with movable beads in a movable connection mode, so that the sliding fit between the blocking plate 524 and the clamping sleeve 51 is facilitated; and the side wall of the blocking plate 524 is symmetrically provided with mounting holes; the inside of the mounting hole of the blocking plate 524 is provided with an auxiliary spring 525; and the inner wall of the mounting hole of the blocking plate 524 is provided with an auxiliary block 526 in a sliding fit manner; one end of the auxiliary block 526 inside the installation hole of the blocking plate 524 is connected with the auxiliary spring 525; one end of the outer part of the auxiliary block 526 is made of rubber; the sealing performance between the auxiliary block 526 and the inner wall of the clamping sleeve 51 is effectively ensured by arranging one end of the outer part of the auxiliary block 526 to be made of rubber; the position of the adjusting column 521 is adjusted by operating the adjusting screw disc 522, and the position of the blocking plate 524 is further adjusted, so that the H-shaped concrete pipe pile with various wall thicknesses can be conveniently poured.
The actuating unit 53 comprises an actuating clamping frame 531, an actuating spring 532, an actuating column 533 and a control nut 534; the execution spring 532 is arranged in a rectangular movable hole of the clamping sleeve 51, the execution clamp frame 531 is arranged in the rectangular movable hole of the clamping sleeve 51 in a sliding fit mode, the execution spring 532 is matched with the inner wall of the execution clamp frame 531, the execution clamp frame 531 is of a U-shaped structure, and a magnetic block is arranged on the outer wall of the lower end of the execution clamp frame 531; the magnetic block is arranged on the outer wall of the lower end of the execution clamping frame 531, so that the adsorption sealing performance of the execution clamping frame 531 is guaranteed, and the molding of the internally injected concrete is effectively guaranteed; the actuating column 533 is arranged on the actuating clamp frame 531 through a bearing from the outer wall of the clamping sleeve 51 to the inside of the clamping sleeve 51; the outer wall of the execution column 533 positioned on the outer wall of the clamping sleeve 51 is provided with a control nut 534 in a threaded connection mode; according to the wall thickness of the manufactured H-shaped concrete pipe pile, the screwing control nut 534 is screwed to adjust the position of the execution column 533, so that the execution clamping frame 531 is controlled to move, the H-shaped concrete pipe piles with various wall thicknesses can be conveniently cast and molded, and the application range of the invention is widened.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. A prestressed precast concrete pipe pile pouring steel template comprises a bottom plate (1), an adjusting motor (2), an adjusting screw rod (3), a sliding side plate (4), an upper module unit (5) and a lower module unit (6); the method is characterized in that: the upper end surface of the bottom plate (1) is symmetrically provided with sliding grooves, the right end surface of the bottom plate (1) is provided with an adjusting motor (2) through a motor base, an output shaft of the adjusting motor (2) is connected with a right end shaft head of an adjusting screw rod (3) through a coupler, and a left end shaft head of the adjusting screw rod (3) is arranged on the inner wall of the sliding groove on the left side of the upper end surface of the bottom plate (1) through a bearing; a sliding side plate (4) is arranged in a sliding groove of the bottom plate (1) in a sliding fit mode, and the sliding side plate (4) is arranged on the adjusting screw rod (3) in a thread fit mode; the inner wall of the sliding side plate (4) is provided with a mounting groove, and the lower module unit (6) and the upper module unit (5) are both mounted in the mounting groove of the sliding side plate (4) in a sliding fit manner; the upper module unit (5) is positioned right above the lower module unit, the lower module unit (6) and the upper module unit (5) are in the same structure, and the upper module unit (5) and the lower module unit (6) are fixedly connected through uniformly arranged bolts; wherein:
the upper module unit (5) comprises a clamping sleeve (51), a thickness adjusting unit (52) and an execution unit (53); the clamping sleeve (51) is of a U-shaped structure, a limiting sliding groove is formed in the inner wall of the clamping sleeve (51), and the thickness adjusting unit (52) is installed in the limiting sliding groove of the clamping sleeve (51) in a sliding fit mode; the outer wall of the top end of the clamping sleeve (51) is uniformly provided with circular guide holes communicated with the inside of the clamping sleeve (51); rectangular movable holes are symmetrically formed in the side wall of the clamping sleeve (51), and the execution units (53) are symmetrically arranged in the movable holes of the clamping sleeve (51) in a sliding fit mode;
the thickness adjusting unit (52) comprises an adjusting column (521), an adjusting screw disc (522), a limiting spring (523), a blocking plate (524), an auxiliary spring (525) and an auxiliary block (526); the outer wall of the adjusting column (521) is provided with threads, the adjusting column (521) is uniformly arranged in a circular guide hole of the clamping sleeve (51) in a sliding fit mode, the outer wall of the adjusting column (521) positioned outside the clamping sleeve (51) is provided with an adjusting screw disc (522) in a threaded connection mode, the outer wall of the adjusting column (521) positioned inside the clamping sleeve (51) is sleeved with a limiting spring (523), the blocking plate (524) is arranged on a limiting sliding groove inside the clamping sleeve (51) in a sliding fit mode, the bottom ends of the blocking plate (524) and the adjusting column (521) are connected through a bearing, and the side wall of the blocking plate (524) is symmetrically provided with mounting holes; an auxiliary spring (525) is arranged in the mounting hole of the blocking plate (524); and the inner wall of the mounting hole of the blocking plate (524) is provided with an auxiliary block (526) in a sliding fit manner; one end of the auxiliary block (526) inside the installation hole of the blocking plate (524) is connected with the auxiliary spring (525).
2. The precast concrete tubular pile cast steel formwork of claim 1, wherein: the execution unit (53) comprises an execution clamping frame (531), an execution spring (532), an execution column (533) and a control nut (534); the actuating spring (532) is arranged in a rectangular movable hole of the clamping sleeve (51), the actuating clamping frame (531) is arranged in the rectangular movable hole of the clamping sleeve (51) in a sliding fit mode, the actuating spring (532) is matched with the inner wall of the actuating clamping frame (531), the actuating clamping frame (531) is of a U-shaped structure, and the actuating column (533) penetrates through the clamping sleeve (51) from the outer wall of the clamping sleeve (51) to the inside of the clamping sleeve (51) and is mounted on the actuating clamping frame (531) through a bearing; and the outer wall of the actuating column (533) positioned on the outer wall of the clamping sleeve (51) is provided with a control nut (534) in a threaded connection mode.
3. The precast concrete tubular pile cast steel formwork of claim 1, wherein: the side wall of the blocking plate (524) is uniformly provided with movable beads in a movable connection mode.
4. The precast concrete tubular pile cast steel formwork of claim 1, wherein: one end of the outer part of the auxiliary block (526) is made of rubber.
5. The precast concrete tubular pile cast steel formwork of claim 2, wherein: and a magnetic block is arranged on the outer wall of the lower end of the execution clamping frame (531).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011254505.2A CN112372824B (en) | 2020-11-11 | 2020-11-11 | Prestressed precast concrete tubular pile pouring steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011254505.2A CN112372824B (en) | 2020-11-11 | 2020-11-11 | Prestressed precast concrete tubular pile pouring steel template |
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| Publication Number | Publication Date |
|---|---|
| CN112372824A CN112372824A (en) | 2021-02-19 |
| CN112372824B true CN112372824B (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011254505.2A Active CN112372824B (en) | 2020-11-11 | 2020-11-11 | Prestressed precast concrete tubular pile pouring steel template |
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| CN203994211U (en) * | 2014-07-29 | 2014-12-10 | 安徽乾元管业有限公司 | Combination type prestressed pipe pile forming die |
| KR20180067326A (en) * | 2016-12-12 | 2018-06-20 | 영풍파일(주) | Lubricant automatic injection device for bolt of concrete pile mold |
| CN109571746A (en) * | 2019-01-18 | 2019-04-05 | 阜阳市华顺水泥制品有限公司 | Die device is used in a kind of cement culvert pipe production easy to use |
| CN209178990U (en) * | 2018-10-17 | 2019-07-30 | 江苏力引建材科技股份有限公司 | A kind of prestressed concrete pipe pile attachment device |
| CN110834377A (en) * | 2019-11-27 | 2020-02-25 | 怀化市港翔管桩有限公司 | Centrifugal device suitable for different concrete pipe die diameters |
| CN211616074U (en) * | 2019-11-27 | 2020-10-02 | 怀化市港翔管桩有限公司 | A centrifugal device that is used for concrete pipe pile production to prevent beating |
| CN111730735A (en) * | 2020-07-17 | 2020-10-02 | 曹银花 | Method for manufacturing prestressed high-strength concrete pipe pile |
| CN211616075U (en) * | 2019-11-27 | 2020-10-02 | 怀化市港翔管桩有限公司 | A quick closing device for production of concrete pipe pile |
| CN111873169A (en) * | 2020-08-03 | 2020-11-03 | 钱昌杰 | Pouring forming process for prestressed precast concrete pipe pile |
-
2020
- 2020-11-11 CN CN202011254505.2A patent/CN112372824B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101885209A (en) * | 2010-07-01 | 2010-11-17 | 江苏建华管桩有限公司 | Centrifugal moulding mould used for manufacturing concrete hexagonal piles |
| CN203779673U (en) * | 2014-03-03 | 2014-08-20 | 扬州市华光双瑞实业有限公司 | Radial extrusion molding process concrete pipe die conveyed by forklift |
| CN203994211U (en) * | 2014-07-29 | 2014-12-10 | 安徽乾元管业有限公司 | Combination type prestressed pipe pile forming die |
| KR20180067326A (en) * | 2016-12-12 | 2018-06-20 | 영풍파일(주) | Lubricant automatic injection device for bolt of concrete pile mold |
| CN209178990U (en) * | 2018-10-17 | 2019-07-30 | 江苏力引建材科技股份有限公司 | A kind of prestressed concrete pipe pile attachment device |
| CN109571746A (en) * | 2019-01-18 | 2019-04-05 | 阜阳市华顺水泥制品有限公司 | Die device is used in a kind of cement culvert pipe production easy to use |
| CN110834377A (en) * | 2019-11-27 | 2020-02-25 | 怀化市港翔管桩有限公司 | Centrifugal device suitable for different concrete pipe die diameters |
| CN211616074U (en) * | 2019-11-27 | 2020-10-02 | 怀化市港翔管桩有限公司 | A centrifugal device that is used for concrete pipe pile production to prevent beating |
| CN211616075U (en) * | 2019-11-27 | 2020-10-02 | 怀化市港翔管桩有限公司 | A quick closing device for production of concrete pipe pile |
| CN111730735A (en) * | 2020-07-17 | 2020-10-02 | 曹银花 | Method for manufacturing prestressed high-strength concrete pipe pile |
| CN111873169A (en) * | 2020-08-03 | 2020-11-03 | 钱昌杰 | Pouring forming process for prestressed precast concrete pipe pile |
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| CN112372824A (en) | 2021-02-19 |
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Effective date of registration: 20211213 Address after: 324000 No. 2-3, 41 Binggang Middle Road, Qujiang District, Quzhou City, Zhejiang Province Applicant after: Zhejiang Shunbang Engineering Machinery Equipment Co.,Ltd. Address before: 310016 No.5, No.2 street, Xiasha Higher Education Park, Jianggan District, Hangzhou City, Zhejiang Province Applicant before: Sheng Yaming |
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