Pot-type plastic formwork demolding device for small concrete component
By designing a concrete small-component basin plastic formwork release device for round steel pipe lever handles and steel bar structures, the high-strength spring buffering and slide mechanisms are used to solve the low labor efficiency, serious damage and environmental pollution during the mold release process in the prior art. The problem of this achieves more efficient and safe mold release operations and higher quality component production.
Patent Information
- Application Number
- CN202420577070.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-25
- Publication Date
- 2024-12-24
- Estimated Expiration
- 2034-03-25
AI Technical Summary
The existing basin plastic formwork has a large weight when it is released and needs to be manually turned off, resulting in low labor efficiency, serious damage, high safety risks and high cost, and environmental pollution problems.
A concrete small-sized concrete component basin plastic formwork release device is designed, using round steel pipe lever handles and steel bar structures, and using high-strength spring buffering and slide mechanisms to simplify operation and reduce the loss rate of formwork and components, through steel bars and semicircles The rotating shaft of the shaped steel plate is flipped and reset.
It effectively reduces the loss rate of formwork and concrete components, reduces labor investment, improves production efficiency and component quality, reduces costs, and reduces environmental pollution.
Smart Images

Figure CN222223006U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of demoulding devices, in particular to a demoulding device for a basin-type plastic formwork for a small concrete component. Background Art
[0002] At present, a large number of small-scale prefabricated concrete components produced in factories are used in municipal roads, factory roads and courtyard roads, such as curbstones, drainage ditch covers, etc. The production processes are mainly dry hard concrete pressing and cutting process and basin-type plastic formwork belly casting platform vibration compaction process. The former has poor visual quality and high production equipment purchase cost, so the latter is more widely used.
[0003] For the basin-type plastic formwork belly casting platform vibration compaction process, the visual quality of the produced concrete components can achieve the effect of fair-faced concrete, and the market demand is large. However, when demolding, the formwork and concrete components need to be flipped over and knocked to demold the whole body. A concrete component often weighs 50 to 60kg, and manual flipping requires two people to complete. During the implementation process, the labor efficiency is low, the damage to the concrete components and formwork is relatively serious, the safety risk is relatively large, and the cost is high. For this reason, we propose a basin-type plastic formwork demolding device for small concrete components. Utility Model Content
[0004] The technical problem to be solved by the utility model is to overcome the existing defects and provide a demoulding device for a basin-type plastic formwork of a small concrete component, which can reduce the breakage rate of small prefabricated concrete components, reduce labor input, and increase the life of the formwork. The operation is simple, practical and effective, and can save costs, improve production efficiency, and reduce environmental pollution, and can effectively solve the problems in the background technology.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a demoulding device for a small concrete component basin-type plastic formwork comprises a round steel pipe lever handle and a steel bar;
[0006] The steel bars include steel bar 1, steel bar 2 and steel bar 3, and the steel bar 1, steel bar 2 and steel bar 3 are all symmetrically distributed;
[0007] The right end of the round steel tube lever handle is welded to two symmetrically distributed welded bearing outer rings, and a steel bar 2 is welded to the inner ring of the bearing. The inner side of the steel bar 2 is welded to the outer wall of the angle iron 2. There are four angle irons 2 and their ends are cut into 45° bevels, butt-jointed in pairs and welded into a rectangular frame. Steel bars 1 are welded on the front and rear sides of the left end of the rectangular frame, and an angle iron 1 is welded on the upper side of the angle iron 2 on the left side. The two ends of the angle iron 1 are cut into 45° bevels and welded to each other. The middle part of the angle iron 2 on the left side is welded to the bottom of the high-strength spring, and the high-strength spring extends to the outside through the angle iron 1. A square steel pipe is welded on the right side of the angle iron 2 on the right side, and a steel bar 3 is welded on the upper side of the square steel pipe. The right side of the square steel pipe is welded to the arc edge of the semicircular steel plate, and rectangular steel plates are welded on the upper and lower sides of the semicircular steel plate. A rectangular limiting steel plate is welded to the bottom of the angle iron 2, and an angle iron slide is welded to the bottom of the rectangular limiting steel plate.
[0008] Figure 2 The black dashed and solid line segments in the middle are welds, i.e., the welding points between the semicircular steel plate and the rectangular steel plate. According to the three-dimensional size requirements of the concrete component, a demoulding device for the basin-type plastic formwork of a small concrete component can be designed and processed. When used in construction, the slideway mouth faces the flange of the basin-type plastic formwork. The operator pulls the handle backward to make the concrete component face the angle iron frame. The handle is raised to use the rectangular steel plate welded on the semicircular steel plate as the rotation axis, and the formwork is flipped to the ground with the steel bar as the fulcrum. At the moment of flipping, the high-strength spring touches the ground first to buffer the impact load, thereby reducing the loss rate of the formwork and the concrete component. The concrete component is demoulded under the action of gravity, and the formwork is pushed out along the slideway after demoulding. The handle is pressed down to use the steel bar as the fulcrum, and the rectangular steel plate welded on the semicircular steel plate as the rotation axis to return the device to its original position, and the demoulding work is repeated. The operation is simple, practical and effective, which can save costs, improve production efficiency and improve component quality.
[0009] Furthermore, the steel bar 1 is bent upward at 45° at a corresponding position to raise the height of the handle end. When the device is flipped and demoulded, the steel bar 1 is used as a lever fulcrum, and when the device is reset after demoulding, the steel bar 3 is used as a fulcrum, which is convenient for use.
[0010] Furthermore, the net size of the rectangular frame is 2 cm larger than the corresponding size of the concrete member and 4 cm smaller than the flange of the plastic formwork, the length of the high-strength spring is 3 cm higher than the thickness of the concrete member, the radius of the semicircular steel plate is 2 cm larger than the thickness of the concrete member, and the net distance between the two vertical sides of the angle iron is 1 cm larger than the outer dimension of the flange of the plastic formwork, which can reduce the impact load and is beneficial to protecting the formwork and concrete members.
[0011] Furthermore, wear-resistant rubber pads are attached to the upper and lower sides of the angle iron slideway with a high-strength adhesive to protect the template.
[0012] Furthermore, the size of the round steel tube lever handle is 30*3mm, the size of the angle iron one is 50*50*3mm, the size of the square steel tube is 50*50*3mm, the size of the angle iron two is 50*50*3mm, and the size of the angle iron slide is 30*30*3mm. Clearly defining the size can save costs without affecting its stability and can reduce environmental pollution.
[0013] Furthermore, the diameter of the steel bar is 20 mm, the thickness of the semicircular steel plate is 4 mm, the thickness of the rectangular steel plate is 4 mm, the thickness of the rectangular limiting steel plate is 4 mm, the thickness of the wear-resistant rubber pad is 3 mm, the bearing specification is 6206 type and is set at both ends, and the structure is stable and reliable.
[0014] Compared with the prior art, the utility model has the following beneficial effects: the demoulding device of the basin-type plastic formwork for small concrete components has the following advantages:
[0015] 1. When in construction, the slideway mouth faces the basin-type plastic formwork flange. The operator pulls the handle backward to make the concrete component face the angle iron frame. The handle is raised to use the rectangular steel plate welded on the semicircular steel plate as the rotation axis, and the steel bar is used as the fulcrum to let the formwork flip onto the ground. At the moment of flipping, the high-strength spring touches the ground first to buffer the impact load, thereby reducing the loss rate of the formwork and concrete components. The concrete component is demoulded under the action of gravity, and the formwork is pushed out along the slideway after demoulding. The handle is pressed down to use the steel bar as the fulcrum, and the rectangular steel plate welded on the semicircular steel plate as the rotation axis to return the device to its original position, and the demoulding work is repeated. The operation is simple, practical and effective, which can save costs, improve production efficiency and improve component quality.
[0016] 2. By raising the height of the handle end, the steel bar one is used as the lever fulcrum when the device is flipped and demoulded, and the steel bar three is used as the fulcrum when the device is reset after demoulding, which is convenient for use.
[0017] 3. By setting the length of the high-strength spring to be 3 cm higher than the thickness of the concrete component, the impact load can be reduced, which is beneficial to protecting the formwork and concrete components. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 It is a schematic diagram of the structure plane of the utility model.
[0019] Figure 2 It is a schematic elevation diagram of the structure of the utility model.
[0020] Figure 3 The utility model structure Figure 1 Schematic diagram of the cross section at AA in the middle.
[0021] Figure 4 The utility model structure Figure 1 Schematic diagram of the cross section at BB in the middle.
[0022] Figure 5 The utility model structure Figure 2 Schematic diagram of the cross section at CC.
[0023] In the figure: 1 round steel pipe lever handle, 2 high strength spring, 3 angle iron one, 4 steel bars, 41 steel bar one, 42 steel bar two, 43 steel bar three, 5 bearing, 6 square steel pipe, 7 semicircular steel plate, 8 rectangular steel plate, 9 angle iron two, 10 rectangular limit steel plate, 11 angle iron slideway, 12 wear-resistant rubber pad, 13 weld. DETAILED DESCRIPTION
[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0025] See also Figure 1-5 ,This embodiment provides a technical solution: a demoulding device for a small concrete component basin-type plastic formwork comprises a round steel pipe lever handle 1 and a steel bar 4;
[0026] The steel bars 4 include a steel bar 1 41, a steel bar 2 42 and a steel bar 3 43, and the steel bars 1 41, the steel bars 2 42 and the steel bars 3 43 are all symmetrically distributed;
[0027] The right end of the round steel tube lever handle 1 is welded to the outer rings of two symmetrically distributed welded bearings 5, and the inner ring of the bearing 5 is welded with a steel bar 2 42. The inner side of the steel bar 2 42 is welded and fixed to the outer wall of the angle iron 2 9. There are four angle irons 29 and their ends are cut into 45° bevels, butt-jointed in pairs and welded into a rectangular frame. The steel bars 1 41 are welded on the front and rear sides of the left end of the rectangular frame, and an angle iron 3 is welded on the upper side of the angle iron 29 on the left side. The two ends of the angle iron 3 are cut into 45° bevels and welded to each other. The middle part of the angle iron 29 on the left side is welded to the bottom of the high-strength spring 2, and the high-strength spring 2 extends to the outside through the angle iron 1 3. A square steel pipe 6 is welded on the right side of the angle iron 29 on the right side, and a steel bar 3 43 is welded on the upper side of the square steel pipe 6. The right side of the square steel pipe 6 is welded to the arc edge of a semicircular steel plate 7, and rectangular steel plates 8 are welded on the upper and lower sides of the semicircular steel plate 7. A rectangular limiting steel plate 10 is welded to the bottom of the angle iron 29, and an angle iron slideway 11 is welded to the bottom of the rectangular limiting steel plate 10.
[0028] Figure 2The black dashed and solid line segments in the middle are welds 13, i.e., the welding places of the semicircular steel plate 7 and the rectangular steel plate 8. According to the three-dimensional size requirements of the concrete component, a demoulding device for the basin-type plastic formwork of a small concrete component can be designed and processed. When used in construction, the slideway mouth faces the flange of the basin-type plastic formwork. The operator pulls the handle backward to make the concrete component face the angle iron frame. The handle is raised to use the rectangular steel plate 8 welded on the semicircular steel plate 7 as the rotation axis, and the template is flipped to the ground with the steel bar 41 as the fulcrum. At the moment of flipping, the high-strength spring 2 touches the ground first to buffer the impact load, thereby reducing the loss rate of the template and the concrete component. The concrete component is demoulded under the action of gravity, and the template is pushed out along the slideway after demoulding. The handle is pressed down to use the steel bar 43 as the fulcrum, and the rectangular steel plate 8 welded on the semicircular steel plate 7 as the rotation axis to return the device to its original position, and the demoulding work is repeated. The operation is simple, practical and effective, which can save costs, improve production efficiency and improve component quality.
[0029] Among them, the steel bar 1 41 is bent upward at 45° at the corresponding position to raise the height of the handle end. The steel bar 1 41 is used as the lever fulcrum when the device is flipped and demoulded, and the steel bar 3 43 is used as the fulcrum when the device is reset after demoulding, which is convenient for use.
[0030] The net size of the rectangular frame is 2 cm larger than the corresponding size of the concrete member and 4 cm smaller than the flange of the plastic formwork. The length of the high-strength spring 2 is 3 cm higher than the thickness of the concrete member. The radius of the semicircular steel plate 7 is 2 cm larger than the thickness of the concrete member. The vertical side net distance of the angle iron 2 9 is 1 cm larger than the outer size of the plastic formwork flange, which can reduce the impact load and is beneficial to protecting the formwork and concrete members.
[0031] The wear-resistant rubber pads 12 are pasted with high-strength adhesive on the upper and lower sides of the angle iron slideway 11 to protect the template.
[0032] The size of the round steel tube lever handle 1 is 30*3mm, the size of the angle iron 3 is 50*50*3mm, the size of the square steel tube 6 is 50*50*3mm, the size of the angle iron 9 is 50*50*3mm, and the size of the angle iron slide 11 is 30*30*3mm. Clear dimensions can save costs without affecting its stability and can reduce environmental pollution.
[0033] The diameter of the steel bar 4 is 20mm, the thickness of the semicircular steel plate 7 is 4mm, the thickness of the rectangular steel plate 8 is 4mm, the thickness of the rectangular limit steel plate 10 is 4mm, the thickness of the wear-resistant rubber pad 12 is 3mm, the bearing 5 is of 6206 type and is set at both ends. The steel material is Q335B grade steel, and the structure is stable and reliable.
[0034] The working principle of the demoulding device of a small concrete component basin-type plastic formwork provided by the utility model is as follows: Figure 2The black dashed and solid line segments in the middle are welds 13, i.e., the welding place between the semicircular steel plate 7 and the rectangular steel plate 8. According to the three-dimensional size requirements of the concrete component, a demoulding device for the basin-type plastic formwork of a small concrete component can be designed and processed. When used in construction, the slideway mouth faces the flange of the basin-type plastic formwork. The operator pulls the handle backward to make the concrete component face the angle iron frame, and lifts the handle to use the rectangular steel plate 8 welded on the semicircular steel plate 7 as the rotation axis, and uses the steel bar 41 as the fulcrum to let the formwork flip onto the ground. At the moment of flipping, the high-strength spring 2 touches the ground first to buffer the impact load, thereby reducing the loss rate of the formwork and the concrete component. The concrete component is demoulded under the action of gravity, and the formwork is pushed out along the slideway after demoulding, and the handle is pressed down to use the steel bar 41. 3 is the fulcrum, and the rectangular steel plate 8 welded on the semicircular steel plate 7 is used as the rotation axis to return the device to its original position and repeat the demoulding work; the operation is simple, practical and effective, which can save costs, improve production efficiency, and improve the quality of components. The height of the handle end is raised, and the steel bar 1 41 is used as the lever fulcrum when the device is flipped and demoulded. The steel bar 3 43 is used as the fulcrum when the device is reset after demoulding. It is convenient to use and can reduce the impact load effect, which is beneficial to protecting the formwork and concrete components. The wear-resistant rubber pads 12 are pasted with high-strength adhesive on the upper and lower sides of the angle iron slideway 11, which can play a role in protecting the formwork. Clear dimensions can save costs without affecting its stability, can reduce environmental pollution, and have a stable and reliable structure.
[0035] The above are only embodiments of the present invention, and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.
Claims
1. A demoulding device for a small concrete component basin-type plastic formwork, characterized in that: It comprises a round steel tube lever handle (1) and a steel bar (4); The steel bars (4) include steel bars one (41), steel bars two (42) and steel bars three (43), and the steel bars one (41), steel bars two (42) and steel bars three (43) are all symmetrically distributed; The right end of the round steel tube lever handle (1) is welded to the outer rings of two symmetrically distributed welded bearings (5), the inner ring of the bearing (5) is welded with a second steel bar (42), the inner side of the second steel bar (42) is welded and fixed to the outer wall of the second angle iron (9), the second angle iron (9) has four and its ends are cut into 45° bevels and butt-jointed in pairs and welded into a rectangular frame, the front and rear sides of the left end of the rectangular frame are welded with a first steel bar (41), the upper side of the second angle iron (9) on the left side is welded with a first angle iron (3), the two ends of the first angle iron (3) are cut into 45° bevels and welded to each other, the second angle iron (9) on the left side is welded with a first angle iron (3), the two ends of the first angle iron (3) are cut into 45° bevels and welded to each other, The middle part of (9) is welded to the bottom of the high-strength spring (2), and the high-strength spring (2) extends to the outside through the angle iron one (3). A square steel pipe (6) is welded to the right side of the angle iron two (9) on the right side, and a steel bar three (43) is welded to the upper side of the square steel pipe (6). The right side of the square steel pipe (6) is welded to the arc edge of the semicircular steel plate (7), and rectangular steel plates (8) are welded to the upper and lower sides of the semicircular steel plate (7). A rectangular limiting steel plate (10) is welded to the bottom of the angle iron two (9), and an angle iron slideway (11) is welded to the bottom of the rectangular limiting steel plate (10).
2. A demoulding device for a small concrete component basin-type plastic formwork according to claim 1, characterized in that: The steel bar 1 (41) is bent upward at 45 degrees at a corresponding position.
3. A demoulding device for a small concrete component basin-type plastic formwork according to claim 1, characterized in that: The net size of the rectangular frame is 2 cm larger than the corresponding size of the concrete member and 4 cm smaller than the flange of the plastic formwork. The length of the high-strength spring (2) is 3 cm higher than the thickness of the concrete member. The radius of the semicircular steel plate (7) is 2 cm larger than the thickness of the concrete member. The vertical side net distance of the second angle iron (9) is 1 cm larger than the outer dimension of the flange of the plastic formwork.
4. A demoulding device for a small concrete component basin-type plastic formwork according to claim 1, characterized in that: Wear-resistant rubber pads (12) are adhered to the upper and lower sides of the angle iron slideway (11) using a high-strength adhesive.
5. A demoulding device for a small concrete component basin-type plastic formwork according to claim 1, characterized in that: The size of the round steel tube lever handle (1) is 30*3mm, the size of the angle iron one (3) is 50*50*3mm, the size of the square steel tube (6) is 50*50*3mm, the size of the angle iron two (9) is 50*50*3mm, and the size of the angle iron slideway (11) is 30*30*3mm.
6. A demoulding device for a small concrete component basin-type plastic formwork according to claim 4, characterized in that: The diameter of the steel bar (4) is 20 mm, the thickness of the semicircular steel plate (7) is 4 mm, the thickness of the rectangular steel plate (8) is 4 mm, the thickness of the rectangular limit steel plate (10) is 4 mm, the thickness of the wear-resistant rubber pad (12) is 3 mm, and the bearing (5) is of 6206 type and is provided at both ends.
