CN209999410U - Manufacturing mould for prefabricated concrete members - Google Patents
Manufacturing mould for prefabricated concrete members Download PDFInfo
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- CN209999410U CN209999410U CN201822202478.9U CN201822202478U CN209999410U CN 209999410 U CN209999410 U CN 209999410U CN 201822202478 U CN201822202478 U CN 201822202478U CN 209999410 U CN209999410 U CN 209999410U
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- fixedly connected
- connecting plate
- threaded rod
- lagging
- plate
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Abstract
The utility model discloses a manufacturing mould of assembled precast concrete component relates to assembled building technical field, and it includes the casing, the right flank joint of casing has the screw cap, screw cap female connection has the threaded rod, the left end fixedly connected with auxiliary device of threaded rod this manufacturing mould of assembled precast concrete component, through mutually supporting of handle, lagging and connecting plate, at first corotation handle, handle corotation drives the threaded rod rotatory, the threaded rod can drive the threaded rod and remove left in the screw cap is rotatory, thereby make the fly leaf remove left, when the fly leaf removes to suitable position, take out lagging and connecting plate from logical groove and second logical inslot again, adjust its position after, lead to the inslot at with its joint in the logical groove of second again, just can adjust the concrete plate size of making as required, only need kind of moulds just can produce the concrete slab of size difference, can satisfy people's user demand.
Description
Technical Field
The utility model relates to an assembly type structure technical field specifically is manufacturing mould of assembled precast concrete component.
Background
Buildings assembled from prefabricated parts at the site are called fabricated buildings. The building block is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a rising-rise building and the like according to the form and the construction method of the prefabricated part.
The prefabricated building uses concrete members including concrete slabs which need to be manufactured in moulds and then transported to a construction site for assembly, while the existing concrete slab manufacturing moulds do not have the function of adjusting the size, moulds can only manufacture concrete slabs, when people need to manufacture concrete slabs with different sizes, a plurality of moulds with different specifications are needed, and obviously, the production requirements of people cannot be met.
SUMMERY OF THE UTILITY MODEL
() problems to be solved
To prior art not enough, the utility model provides a manufacturing mould of kinds of assembled precast concrete members has solved current concrete slab and has made the mould and do not have the function of adjusting size, and kinds of moulds can only make the concrete slab's of kinds of sizes problem.
(II) technical scheme
In order to achieve the purpose, the technical scheme adopted by the utility model is that the manufacturing mould of kinds of assembled precast concrete members comprises a shell, the right side face of the shell is clamped with a screw cap, the screw cap is in threaded connection with a threaded rod, the left end of the threaded rod is fixedly connected with an auxiliary device, the left end of the auxiliary device is clamped on the right side face of a movable plate, the right end of the threaded rod is fixedly connected with a handle, the upper and lower side faces of the movable plate are in lap joint with the upper and lower side faces of the inner wall of the shell, and the size of the movable plate is matched with the size of the shell.
The equal fixedly connected with slide bar in upper and lower both sides of fly leaf right flank, the sliding sleeve has been cup jointed on the surface of slide bar, the left surface joint of sliding sleeve is at the right flank of casing, the right-hand member fixedly connected with dog of slide bar, a plurality of logical grooves have been seted up to the left surface of fly leaf, a plurality of second through-groove has been seted up to shells inner wall's left surface, and the position of a plurality of logical groove and a plurality of second through-groove corresponds.
The second through-groove joint has the lagging, the spout has been seted up in the front of the inner wall of lagging, sliding connection has the slider in the spout, the back fixedly connected with connecting plate of slider, and the back of connecting plate and lagging all with shells inner wall's front overlap joint, the right flank joint of connecting plate is in logical inslot, two resilient means of connecting plate left surface fixedly connected with, and the equal fixed connection of resilient means's the left surface at the lagging inner wall.
Preferably, the auxiliary device includes the pivot, the right-hand member fixed connection of pivot is at the left end of threaded rod, the bearing has been cup jointed on the surface of pivot, the left end joint of bearing is at the right flank of fly leaf.
Preferably, the handle includes the backup pad, the left surface fixed connection of backup pad is at the right-hand member of threaded rod, the eccentric fixedly connected with bracing piece of right flank of backup pad.
Preferably, the elastic device comprises a telescopic rod, a spring is sleeved on the surface of the telescopic rod, the left ends of the telescopic rod and the spring are fixedly connected to the left side face of the inner wall of the sleeve plate, and the right ends of the telescopic rod and the spring are fixedly connected to the left side face of the connecting plate.
Preferably, the slider is T-shaped, and the chute is T-shaped.
Preferably, the shape of the connecting plate is rectangular, and the height of the connecting plate is the same as that of the movable plate.
(III) advantageous effects
The beneficial effects of the utility model reside in that:
1. this assembled precast concrete component's manufacturing mould, through the handle, mutually supporting of lagging and connecting plate, at first corotation handle, handle corotation drives the threaded rod rotatory, the threaded rod can drive the threaded rod and move left in the screw cap rotation, thereby make the fly leaf move left, when the fly leaf moves to suitable position, take out lagging and connecting plate from logical groove and the logical inslot of second again, adjust its position after, lead to the inslot at with its joint in and second again, just can adjust the concrete plate size of making as required, only need kind of mould just can produce the concrete slab of size difference, can satisfy people's user demand.
2. This assembled precast concrete component's manufacturing mould, through setting up resilient means, resilient means can make the connecting plate remove, when the fly leaf is removing the back, the connecting plate can be followed the removal of fly leaf and adjust length under the effect of spring, thereby can make lagging and connecting plate can the joint pass through the inslot at th groove and second, be the T shape through the shape that sets up spout and slider, can make the slider can not break away from the spout when sliding, can also make the connecting plate more steady when controlling.
3. This assembled precast concrete component's manufacturing mould, through setting up auxiliary device, auxiliary device can make the fly leaf can not follow the rotation of threaded rod and rotate, makes the fly leaf more steady when removing about, through setting up slide bar and sliding sleeve, can make the fly leaf can not control the slope when removing, makes the fly leaf more stable when removing, through setting up the dog, can avoid the slide bar to break away from the sliding sleeve when removing left.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
FIG. 2 is a schematic cross-sectional view of the upper surface of the sleeve plate and the connecting plate of the present invention;
FIG. 3 is a schematic structural view of the right side of the sleeve plate of the present invention;
fig. 4 is a schematic sectional view of the present invention viewed from the bottom.
In the figure, 1 shell, 2 threaded caps, 3 threaded rods, 4 auxiliary devices, 41 bearings, 42 rotating shafts, 5 handles, 51 supporting plates, 52 supporting rods, 6 sliding rods, 7 sliding sleeves, 8 stoppers, 9 movable plates, 10 th through grooves, 11 second through grooves, 12 sleeve plates, 13 sliding grooves, 14 sliding blocks, 15 connecting plates, 16 elastic devices, 161 springs and 162 telescopic rods.
Detailed Description
The technical solution 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 , but not all embodiments.
As shown in fig. 1-4, the utility model provides technical solutions, manufacturing mold of prefabricated concrete component, including casing 1, the right flank of casing 1 has the thread cap 2 in the joint, thread cap 2 female connection has threaded rod 3, the left end fixedly connected with auxiliary device 4 of threaded rod 3, auxiliary device 4 includes pivot 42, the right-hand member fixed connection of pivot 42 is at the left end of threaded rod 3, bearing 41 has been cup jointed on the surface of pivot 42, the left end joint of bearing 41 is at the right flank of fly leaf 9, through setting up auxiliary device 4, auxiliary device 4 can make fly leaf 9 can not rotate along with the rotation of threaded rod 3, make fly leaf 9 more steady when moving about, the left end joint of auxiliary device 4 is at the right flank of fly leaf 9, the right-hand member fixedly connected with handle 5 of threaded rod 3, handle 5 includes backup pad 51, the left flank fixed connection of backup pad 51 is at the right-hand member of 3, the right flank eccentric fixedly connected with bracing piece 52 of backup pad 51, through setting up handle 5, handle 5 drives threaded rod 3 to rotate, threaded rod 3 can drive threaded rod 3 in the screw in the threaded rod 2, thereby make the right-hand move left side of fly leaf 9 move, the right-hand side of fly-hand side face size adjustment and the portable board, the portable panel is suitable for the adjustment, the portable concrete component, the portable side of the portable panel is just, the portable side.
Equal fixedly connected with slide bar 6 in the upper and lower both sides of fly leaf 9 right flank, sliding rod 6's surface has cup jointed sliding sleeve 7, through setting up slide bar 6 and sliding sleeve 7, can make fly leaf 9 can not control the slope when removing, it is more stable when removing to make fly leaf 9, sliding sleeve 7's left surface joint is at the right flank of casing 1, slide bar 6's right-hand member fixedly connected with dog 8, through setting up dog 8, can avoid slide bar 6 to break away from sliding sleeve 7 when removing left, a plurality of second logical groove 10 has been seted up to the left flank of fly leaf 9, a plurality of second logical groove 11 has been seted up to the left surface of casing 1 inner wall, and a plurality of logical groove 10 corresponds with the position of a plurality of second logical groove 11, through the position that sets up logical groove 10 and second logical groove 11, can make lagging 12 and connecting plate 15 can not take place the slope when the joint advances in logical groove 10.
The sleeve plate 12 is clamped in the second through groove 11, the sliding groove 13 is formed in the front of the inner wall of the sleeve plate 12, the sliding block 14 is connected in the sliding groove 13 in a sliding mode, the sliding block 14 is T-shaped, the sliding groove 13 is T-shaped, the sliding block 14 cannot be separated from the sliding groove 13 when sliding due to the fact that the sliding groove 13 and the sliding block 14 are arranged, the connecting plate 15 can be more stable when moving leftwards and rightwards, the connecting plate 15 is fixedly connected with the connecting plate 15, the connecting plate 15 is rectangular, the height of the connecting plate 15 is the same as that of the movable plate 9, through the arrangement of the connecting plate 15 and the sleeve plate 12, the sleeve plate 12 and the connecting plate 15 are drawn out of the first through groove and the second through groove 11 and the positions of the sleeve plate 12 and the connecting plate 15 are adjusted as required, after adjustment is finished, the sleeve plate 12 and the connecting plate 15 are clamped into the first through groove 10 and the second through groove 11 corresponding to the sleeve plate 12, the sleeve plate 12 and the connecting plate 15 are connected to the left through groove 161, the connecting plate 161 and the left through groove 162, and the connecting plate 161 are connected to the left through a spring device 162, and a left through groove 162, and a left spring device 161, and a connecting plate 162 capable of which are connected to the connecting plate 162 are connected to the connecting plate 15, and a left spring device capable of being connected to the connecting plate 16, and a left spring device capable of being connected to the connecting plate capable of being connected to the spring device capable of being connected to the sleeve plate 16, and a left.
The utility model discloses an operating procedure does:
s1, firstly, people rotate the handle 5 forwardly, the handle 5 rotates forwardly to drive the threaded rod 3 to rotate, the threaded rod 3 rotates in the threaded cap 2 to drive the threaded rod 3 to move leftwards, so that the movable plate 9 moves leftwards, and when the movable plate 9 moves to a proper position, the handle 5 stops rotating, so that the length of a concrete slab to be manufactured can be adjusted;
s2, drawing the sleeve plate 12 and the connecting plate 15 out of the through groove 10 and the second through groove 11, adjusting the positions of the sleeve plate 12 and the connecting plate according to needs, and after the adjustment is finished, clamping the sleeve plate 12 and the connecting plate 15 into the through groove 10 and the second through groove 11 corresponding to the sleeve plate, so that the width of the concrete plate to be manufactured can be adjusted;
s3, after the adjustment, people can pour concrete into the shell 1 to manufacture the concrete slab.
The above-mentioned embodiments, the purpose, technical solution and advantages of the present invention have been described in , it should be understood that the above description is only the embodiments of the present invention, and should not be used to limit the present invention, any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (6)
- The manufacturing mould of the prefabricated concrete members comprises a shell (1) and is characterized in that a threaded cap (2) is connected to the right side face of the shell (1) in a clamped mode, a threaded rod (3) is connected to the threaded cap (2) in an internal thread mode, an auxiliary device (4) is fixedly connected to the left end of the threaded rod (3), the left end of the auxiliary device (4) is connected to the right side face of a movable plate (9) in a clamped mode, a handle (5) is fixedly connected to the right end of the threaded rod (3), the upper side face and the lower side face of the movable plate (9) are in lap joint with the upper side face and the lower side face of the inner wall of the shell (1), and the size of the movable plate (9) is;the upper side and the lower side of the right side of the movable plate (9) are both fixedly connected with a sliding rod (6), the surface of the sliding rod (6) is sleeved with a sliding sleeve (7), the left side of the sliding sleeve (7) is clamped on the right side of the shell (1), the right end of the sliding rod (6) is fixedly connected with a stop block (8), the left side of the movable plate (9) is provided with a plurality of -th through grooves (10), the left side of the inner wall of the shell (1) is provided with a plurality of second through grooves (11), and the plurality of -th through grooves (10) correspond to the positions of the plurality of second through grooves (11);the second leads to groove (11) interior joint has lagging (12), spout (13) have been seted up in the front of the inner wall of lagging (12), sliding connection has slider (14) in spout (13), the back fixedly connected with connecting plate (15) of slider (14), and the back of connecting plate (15) and lagging (12) all with the positive overlap joint of casing (1) inner wall, the right flank joint of connecting plate (15) leads to the groove (10) in , two resilient means (16) of connecting plate (15) left flank fixedly connected with, and the equal fixed connection of the left end of resilient means (16) is at the left surface of lagging (12) inner wall.
- 2. The mould for manufacturing prefabricated concrete members according to claim 1, wherein the auxiliary device (4) comprises a rotating shaft (42), the right end of the rotating shaft (42) is fixedly connected to the left end of the threaded rod (3), a bearing (41) is sleeved on the surface of the rotating shaft (42), and the left end of the bearing (41) is clamped on the right side surface of the movable plate (9).
- 3. mould for manufacturing prefabricated concrete members according to claim 1, wherein the handle (5) comprises a support plate (51), the left side of the support plate (51) is fixedly connected to the right end of the threaded rod (3), and the right side of the support plate (51) is eccentrically and fixedly connected with a support rod (52).
- 4. The kind of prefabricated concrete units' manufacturing mould of claim 1, characterized in that, the resilient means (16) includes telescopic link (162), the surface of telescopic link (162) is cup jointed with spring (161), the left end of telescopic link (162) and spring (161) are both fixedly connected to the left side of the inner wall of lagging (12), the right end of telescopic link (162) and spring (161) are both fixedly connected to the left side of connecting plate (15).
- 5. The mold for manufacturing prefabricated concrete members according to claim 1, wherein the slide block (14) has a T-shape and the slide groove (13) has a T-shape.
- 6. The manufacturing mold of kinds of prefabricated concrete members according to claim 1, wherein the connecting plate (15) has a rectangular shape and the height of the connecting plate (15) is the same as that of the movable plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822202478.9U CN209999410U (en) | 2018-12-26 | 2018-12-26 | Manufacturing mould for prefabricated concrete members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822202478.9U CN209999410U (en) | 2018-12-26 | 2018-12-26 | Manufacturing mould for prefabricated concrete members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209999410U true CN209999410U (en) | 2020-01-31 |
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ID=69299186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822202478.9U Active CN209999410U (en) | 2018-12-26 | 2018-12-26 | Manufacturing mould for prefabricated concrete members |
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| Country | Link |
|---|---|
| CN (1) | CN209999410U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111673884A (en) * | 2020-06-22 | 2020-09-18 | 要虎岭 | Prefabricated hot wall wallboard mould that prevents of assembled |
| CN112589970A (en) * | 2020-12-10 | 2021-04-02 | 湖南恒邦建工有限公司 | Assembled tomb is mould for concrete product |
| CN113001725A (en) * | 2021-03-03 | 2021-06-22 | 湖南科技大学 | Concrete mold capable of automatically adjusting size and using method thereof |
| CN113601684A (en) * | 2021-08-13 | 2021-11-05 | 广西中交建设发展有限公司 | Assembled beam column mould of adjustable size |
-
2018
- 2018-12-26 CN CN201822202478.9U patent/CN209999410U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111673884A (en) * | 2020-06-22 | 2020-09-18 | 要虎岭 | Prefabricated hot wall wallboard mould that prevents of assembled |
| CN112589970A (en) * | 2020-12-10 | 2021-04-02 | 湖南恒邦建工有限公司 | Assembled tomb is mould for concrete product |
| CN113001725A (en) * | 2021-03-03 | 2021-06-22 | 湖南科技大学 | Concrete mold capable of automatically adjusting size and using method thereof |
| CN113601684A (en) * | 2021-08-13 | 2021-11-05 | 广西中交建设发展有限公司 | Assembled beam column mould of adjustable size |
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