CN213732469U - Concrete bridge prefabricated section drip channel template demoulding mechanism - Google Patents

Concrete bridge prefabricated section drip channel template demoulding mechanism Download PDF

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Publication number
CN213732469U
CN213732469U CN202022530915.7U CN202022530915U CN213732469U CN 213732469 U CN213732469 U CN 213732469U CN 202022530915 U CN202022530915 U CN 202022530915U CN 213732469 U CN213732469 U CN 213732469U
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CN
China
Prior art keywords
fixedly connected
rod
plate
concrete bridge
demoulding mechanism
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Expired - Fee Related
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CN202022530915.7U
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Chinese (zh)
Inventor
洪彩葵
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Tianjin Liando Ristar Science & Technology Co ltd
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Tianjin Liando Ristar Science & Technology Co ltd
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Abstract

The utility model discloses a concrete bridge prefabricated segment drip channel template demoulding mechanism, which comprises a base, a hydraulic rod, a linkage plate and a crossbeam, wherein the surface of the base is fixedly connected with a bearing, and the inner circle of the bearing is fixedly connected with a contraction rod; the telescopic rod outer wall fixedly connected with handle, handle one side is provided with the mounting panel, hydraulic stem bottom fixedly connected with mounting panel, linkage plate one end fixedly connected with lifter, lifter bottom fixedly connected with limiting plate, limiting plate bottom fixedly connected with spring. This prefabricated section of concrete bridge drip template demoulding mechanism, hydraulic stem both ends dock with shrink pole and lifter through mounting panel and linkage board respectively, can drive the lifter through the linkage board when the hydraulic stem during operation and remove to make length change between lifter and the shrink pole, just so can carry out the lifting to the work piece when in-service use, thereby lift the work piece and leave.

Description

Concrete bridge prefabricated section drip channel template demoulding mechanism
Technical Field
The utility model relates to a pre-heater electricity technical field specifically is a precast concrete bridge segment drip groove template demoulding mechanism.
Background
The concrete bridge precast segment drip groove is one of important components during construction, when the concrete bridge precast segment drip groove is precast, the concrete bridge precast segment drip groove is poured through a mould and then taken out after forming, and at present, after concrete is solidified, demoulding is carried out manually.
The intensity of labour is great when using the manual drawing of patterns of present precast concrete bridge segment drip groove to efficiency is lower, thereby makes the workman more painstaking, and relative construction period also can prolong, consequently people need a precast concrete bridge segment drip groove template demoulding mechanism to carry out the drawing of patterns, thereby makes holistic technology more effective, with the demand that satisfies in-service use.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a precast concrete bridge segment drip channel template demoulding mechanism, intensity of labour is great when using the artifical drawing of patterns in order to solve the present precast concrete bridge segment drip channel that above-mentioned background art provided, and efficiency is lower, thereby it is bitter more to make the workman, relative construction period also can prolong, consequently, people need a precast concrete bridge segment drip channel template demoulding mechanism to carry out the drawing of patterns, thereby make holistic technology more effective, in order to satisfy the problem of the demand of in-service use.
In order to achieve the above object, the utility model provides a following technical scheme: a demoulding mechanism of a concrete bridge prefabricated section drip channel template comprises a base, a hydraulic rod, a linkage plate and a cross beam, wherein a bearing is fixedly connected to the surface of the base, and a contraction rod is fixedly connected to the inner circle of the bearing;
the outer wall of the contraction rod is fixedly connected with a handle, one side of the handle is provided with a mounting plate, the bottom of the hydraulic rod is fixedly connected with the mounting plate, one end of the linkage plate is fixedly connected with a lifting rod, the bottom of the lifting rod is fixedly connected with a limiting plate, and the bottom of the limiting plate is fixedly connected with a spring;
crossbeam one end fixed connection is at the lifter top, the crossbeam bottom is connected with the steel wire, steel wire bottom fixedly connected with slide, the inside swing joint of slide has the slider, slider bottom fixedly connected with splint, splint one side fixed surface is connected with the dogtooth, slide both ends threaded connection has the threaded rod.
Preferably, the central axes of the bearing, the base and the contraction rod are located at the same position, the included angles of the joint of the bearing and the base with the contraction rod are mutually vertical, and the contraction rod forms a rotating structure with the base through the bearing.
Preferably, the inside hollow structure that is of shrink pole, and shrink pole inner wall and limiting plate and spring outer wall are tangent to be the elasticity interlock structure between shrink pole limiting plate and spring and the lifter.
Preferably, the two ends of the hydraulic rod are respectively and vertically connected with the mounting plate and the linkage plate, the mounting plate and the linkage plate are respectively welded on the surfaces of the contraction rod and the lifting rod, and a hydraulic linkage lifting structure is arranged among the contraction rod, the handle, the mounting plate, the hydraulic rod, the linkage plate and the lifting rod.
Preferably, a groove which transversely penetrates through the sliding plate is formed in the sliding plate, two sliding blocks are connected to the groove of the sliding plate, and a sliding connection structure is arranged between each sliding block and the corresponding sliding plate.
Preferably, the clamping plates are provided with two clamping plates which are symmetrical with each other about a longitudinal midline of the sliding plate, and a group of triangular convex teeth are respectively and uniformly connected to the opposite surfaces of the two clamping plates.
Compared with the prior art, the beneficial effects of the utility model are that:
1. this precast concrete bridge segment drip channel template demoulding mechanism's hydraulic stem both ends dock with shrink pole and lifter through mounting panel and linkage board respectively, can drive the lifter through the linkage board when the hydraulic stem during operation and remove to make length change between lifter and the shrink pole, just so can carry out the lifting to the work piece when in-service use, thereby lift the work piece and leave.
2. This prefabricated section of concrete bridge drip template demoulding mechanism's of prefabricated section slide both sides threaded connection threaded rod rotates the threaded rod, and the threaded rod can promote corresponding slider when moving to slide inside and be close to each other, and the slider can drive splint and be close to each other like this to make splint clip the work piece, in order to reach the effect of the quick fixed work piece of being convenient for.
3. This precast segment drip channel template demoulding mechanism of concrete bridge constitutes revolution mechanic between bearing and the base, promotes the handle during use, and the handle drives the shrink pole and rotates along the interior circle of bearing to the angle that makes the crossbeam changes, in order to realize the requirement to the operation of different angles.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic view of the connection structure of the slide plate of the present invention;
fig. 3 is a schematic view of the connection structure of the retractable rod of the present invention.
In the figure: 1. a base; 2. a bearing; 3. a retracting lever; 4. a handle; 5. mounting a plate; 6. a hydraulic lever; 7. a linkage plate; 8. a lifting rod; 9. a limiting plate; 10. a spring; 11. a cross beam; 12. a steel wire; 13. a slide plate; 14. a slider; 15. a splint; 16. a convex tooth; 17. a threaded rod.
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 in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a concrete bridge prefabricated section drip channel template demoulding mechanism comprises a base 1, a bearing 2, a contraction rod 3, a handle 4, a mounting plate 5, a hydraulic rod 6, a linkage plate 7, a lifting rod 8, a limiting plate 9, a spring 10, a cross beam 11, a steel wire 12, a sliding plate 13, a sliding block 14, a clamping plate 15, a convex tooth 16 and a threaded rod 17, wherein the surface of the base 1 is fixedly connected with the bearing 2, the central axes of the bearing 2, the base 1 and the contraction rod 3 are positioned at the same position, the included angles of the joints of the bearing 2, the base 1 and the contraction rod 3 are mutually vertical, the contraction rod 3 forms a rotating structure through the bearing 2 and the base 1, the handle 4 is pushed, the handle 4 drives the contraction rod 3 to rotate along the inner circle of the bearing 2, so that the angle of the cross beam 11 is changed, the requirements of operation at different angles are met, the inner circle of the bearing 2 is fixedly connected with the contraction rod 3, the inside of the telescopic rod 3 is of a hollow structure, the inner wall of the telescopic rod 3 is tangent to the outer walls of the limiting plate 9 and the spring 10, and the telescopic rod 3, the limiting plate 9, the spring 10 and the lifting rod 8 are of an elastic linkage structure, so that the limiting plate 9 and the spring 10 are driven to move upwards along the inner wall of the telescopic rod 3 when the lifting rod 8 rises, and the lifting rod 8 can always keep the position with the telescopic rod 3 unchanged when rising;
the outer wall of the contraction rod 3 is fixedly connected with a handle 4, one side of the handle 4 is provided with a mounting plate 5, the bottom of the hydraulic rod 6 is fixedly connected with the mounting plate 5, two ends of the hydraulic rod 6 are respectively and vertically connected with the mounting plate 5 and a linkage plate 7, the mounting plate 5 and the linkage plate 7 are respectively welded on the surfaces of the contraction rod 3 and the lifting rod 8, a hydraulic linkage lifting structure is arranged among the contraction rod 3, the handle 4, the mounting plate 5, the hydraulic rod 6, the linkage plate 7 and the lifting rod 8, the hydraulic rod 6 can drive the lifting rod 8 to move through the linkage plate 7 when working, so that the length between the lifting rod 8 and the contraction rod 3 is changed, one end of the linkage plate 7 is fixedly connected with the lifting rod 8, the bottom of the lifting rod 8 is fixedly connected with a limiting plate 9, and the bottom of the limiting plate 9 is fixedly connected with a spring 10;
one end of the beam 11 is fixedly connected to the top of the lifting rod 8, the bottom of the beam 11 is connected with a steel wire 12, the bottom of the steel wire 12 is fixedly connected with a sliding plate 13, a groove which transversely penetrates through the sliding plate 13 is formed in the sliding plate 13, two sliding blocks 14 are connected to the groove of the sliding plate 13, a sliding connection structure is arranged between each sliding block 14 and the sliding plate 13, a threaded rod 17 is rotated, the corresponding sliding blocks 14 are pushed to be close to each other when the threaded rod 17 moves towards the inside of the sliding plate 13, the sliding blocks 14 are movably connected to the inside of the sliding plate 13, two clamping plates 15 are fixedly connected to the bottoms of the sliding blocks 14, the two clamping plates 15 are arranged symmetrically with respect to a longitudinal midline of the sliding plate 13, a group of triangular convex teeth 16 are respectively and uniformly connected to opposite surfaces of the two clamping plates 15, and after the clamping plates 15 clamp a workpiece, the convex teeth 16 on the surfaces of the clamping plates 15 are tightly butted with the surfaces of the workpiece, thereby preventing the clamping plate 15 from slipping with the surface of the workpiece, wherein the surface of one side of the clamping plate 15 is fixedly connected with a convex tooth 16, and the two ends of the sliding plate 13 are in threaded connection with a threaded rod 17.
The working principle is as follows: when the concrete bridge prefabricated section drip channel template demoulding mechanism is used, firstly, two ends of a hydraulic rod 6 are respectively butted with a shrinkage rod 3 and a lifting rod 8 through a mounting plate 5 and a linkage plate 7, when the hydraulic rod 6 works, the linkage plate 7 drives the lifting rod 8 to move, so that the length between the lifting rod 8 and the shrinkage rod 3 is changed, thus a workpiece can be lifted in practical use, the workpiece is lifted, the two sides of a sliding plate 13 of the device are in threaded connection with a threaded rod 17, the threaded rod 17 is rotated, the threaded rod 17 pushes corresponding sliding blocks 14 to mutually approach when moving towards the inside of the sliding plate 13, so that the sliding blocks 14 can drive clamping plates 15 to mutually approach, the clamping plates 15 clamp the workpiece, and the effect of rapidly fixing the workpiece is achieved, in addition, a rotating structure is formed between a bearing 2 and a base 1, a handle 4 is pushed when the device is used, the handle 4 drives the shrinkage rod 3 to rotate along the inner circle of the bearing 2, so that the angle of the beam 11 is changed to meet the requirements of different angle operations, which is the characteristic of the drip channel formwork stripping mechanism for the precast segment of the concrete bridge, and the contents not described in detail in this specification belong to the prior art known to those skilled in the art.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.

Claims (6)

1. The utility model provides a prefabricated section drip channel template demoulding mechanism of concrete bridge, includes base (1), hydraulic stem (6), linkage board (7) and crossbeam (11), its characterized in that: the surface of the base (1) is fixedly connected with a bearing (2), and the inner circle of the bearing (2) is fixedly connected with a contraction rod (3);
the outer wall of the contraction rod (3) is fixedly connected with a handle (4), one side of the handle (4) is provided with a mounting plate (5), the bottom of the hydraulic rod (6) is fixedly connected with the mounting plate (5), one end of the linkage plate (7) is fixedly connected with a lifting rod (8), the bottom of the lifting rod (8) is fixedly connected with a limiting plate (9), and the bottom of the limiting plate (9) is fixedly connected with a spring (10);
crossbeam (11) one end fixed connection is at lifter (8) top, crossbeam (11) bottom is connected with steel wire (12), steel wire (12) bottom fixedly connected with slide (13), the inside swing joint of slide (13) has slider (14), slider (14) bottom fixedly connected with splint (15), splint (15) one side fixed surface is connected with dogtooth (16), slide (13) both ends threaded connection has threaded rod (17).
2. The concrete bridge prefabricated section drip trough template demoulding mechanism of claim 1, wherein: the central axis of the bearing (2), the base (1) and the contraction rod (3) is located at the same position, the included angle of the joint of the bearing (2) and the base (1) and the contraction rod (3) is mutually vertical, and the contraction rod (3) forms a rotating structure through the bearing (2) and the base (1).
3. The concrete bridge prefabricated section drip trough template demoulding mechanism of claim 1, wherein: the inside hollow structure that is of shrink pole (3), and shrink pole (3) inner wall is tangent with limiting plate (9) and spring (10) outer wall to be elasticity interlock structure between shrink pole (3) limiting plate (9) and spring (10) and lifter (8).
4. The concrete bridge prefabricated section drip trough template demoulding mechanism of claim 1, wherein: the hydraulic lifting device is characterized in that two ends of the hydraulic rod (6) are respectively and vertically connected with the mounting plate (5) and the linkage plate (7), the mounting plate (5) and the linkage plate (7) are respectively welded on the surfaces of the contraction rod (3) and the lifting rod (8), and a hydraulic linkage lifting structure is arranged among the contraction rod (3), the handle (4), the mounting plate (5), the hydraulic rod (6), the linkage plate (7) and the lifting rod (8).
5. The concrete bridge prefabricated section drip trough template demoulding mechanism of claim 1, wherein: the sliding plate (13) is internally provided with a transverse through groove, the groove of the sliding plate (13) is internally connected with two sliding blocks (14), and a sliding connection structure is arranged between the sliding blocks (14) and the sliding plate (13).
6. The concrete bridge prefabricated section drip trough template demoulding mechanism of claim 1, wherein: the two clamping plates (15) are arranged, the two clamping plates (15) are symmetrical relative to a longitudinal midline of the sliding plate (13), and a group of triangular convex teeth (16) are respectively and uniformly connected to the opposite surfaces of the two clamping plates (15).
CN202022530915.7U 2020-11-05 2020-11-05 Concrete bridge prefabricated section drip channel template demoulding mechanism Expired - Fee Related CN213732469U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022530915.7U CN213732469U (en) 2020-11-05 2020-11-05 Concrete bridge prefabricated section drip channel template demoulding mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022530915.7U CN213732469U (en) 2020-11-05 2020-11-05 Concrete bridge prefabricated section drip channel template demoulding mechanism

Publications (1)

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CN213732469U true CN213732469U (en) 2021-07-20

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114559533A (en) * 2022-03-14 2022-05-31 赵伟 Building bridge construction concrete shedder
CN115007545A (en) * 2022-06-09 2022-09-06 江西中一建工集团有限公司 Old and useless building templates recovery processing device for construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114559533A (en) * 2022-03-14 2022-05-31 赵伟 Building bridge construction concrete shedder
CN114559533B (en) * 2022-03-14 2023-08-25 韶关市富伟工程建设有限公司 Building bridge construction concrete shedder
CN115007545A (en) * 2022-06-09 2022-09-06 江西中一建工集团有限公司 Old and useless building templates recovery processing device for construction
CN115007545B (en) * 2022-06-09 2023-04-07 江西中一建工集团有限公司 Old and useless building templates recovery processing device for construction

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Granted publication date: 20210720

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