Concrete and preparation process thereof
By adding a layer of ordinary concrete to the outside of foamed concrete bricks, and using the mechanical structure of the preparation system to separate the mold and pour in cement mortar, the problem of insufficient strength of foamed concrete was solved, and high-strength concrete was prepared.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2023-12-28
- Publication Date
- 2026-04-14
AI Technical Summary
Foamed concrete has too low strength to be used in applications requiring high strength.
A layer of ordinary concrete is added to the outside of the foamed concrete brick. The screw column is driven to rotate by the rotary motor of the preparation system, which moves the slide upward, so that the inner mold is separated from the bottom plate. Cement mortar is poured into the outer mold to form a reinforcing layer.
It enhances the strength of foamed concrete, making it easier to process and apply in applications requiring high strength.
Smart Images

Figure CN121848504A_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of building materials, and more specifically to a type of concrete and its preparation process. Background Technology
[0002] Concrete is a man-made product composed of cement, sand, gravel, and water. After proper mixing, pouring, and curing, it forms a strong, hardened body. Concrete is a common building material widely used in construction, roads, bridges, and water conservancy projects. Foamed concrete, in particular, is widely used because it incorporates foaming agents and air-foaming agents, creating numerous tiny air bubbles within the concrete, thus reducing its density and giving it a lightweight, porous characteristic. Currently, however, foamed concrete has insufficient strength for applications requiring high strength. Summary of the Invention
[0003] To overcome the shortcomings of the prior art, the present invention provides a type of concrete and its preparation process, which has the advantage of facilitating the addition of a layer of ordinary concrete on the outside of foamed concrete bricks, thereby enhancing the strength of the foamed concrete.
[0004] A type of concrete and its preparation process, comprising the following steps:
[0005] S1: Pour the foaming agent and cement mortar into the inner mold of the preparation system and wait for it to solidify;
[0006] S2: Start the rotary motor of the preparation system to drive the threaded column to rotate, which in turn moves the slide upward, causing the inner mold to separate from the base plate;
[0007] S3: The rotating plate moves upward so that the baffle and the cross groove plate come into contact;
[0008] S4: Pour cement mortar into the outer mold of the preparation system, and the baffle drives the cross groove plate and the rotating plate to rotate;
[0009] S5: Wait for the concrete to harden, press the two semicircular rings inward to separate the main rod from the base plate, and remove the concrete from the device.
[0010] The preparation system includes a base plate, a main rod, two insert blocks, and an inner mold. The two insert blocks are slidably connected inside the base plate, the main rod is slidably connected to the two insert blocks, several branches are fixedly connected to both sides of the main rod, and the inner mold is slidably connected to the base plate. A sealing ring is provided between the inner mold and the base plate. Attached Figure Description
[0011] The present invention will now be described in further detail with reference to the accompanying drawings and specific implementation methods.
[0012] Figure 1 A flowchart of a concrete preparation process;
[0013] Figure 2 Schematic diagram of the preparation system Figure 1 ;
[0014] Figure 3 Schematic diagram of the preparation system Figure 2 ;
[0015] Figure 4 Schematic diagram of a threaded column Figure 1 ;
[0016] Figure 5 Schematic diagram of the main rod Figure 1 ;
[0017] Figure 6 Schematic diagram of the inner mold structure Figure 1 ;
[0018] Figure 7 Schematic diagram of the inner mold structure Figure 2 ;
[0019] Figure 8 Schematic diagram of the baffle structure Figure 1 ;
[0020] Figure 9 Schematic diagram of baffle structure Figure 2 ;
[0021] Figure 10 Schematic diagram of the base structure Figure 1 ;
[0022] Figure 11 Schematic diagram of the base structure Figure 2 .
[0023] In the diagram: Threaded column 101; Base plate 102; Stop block 103; Semi-circular ring 104; Compression spring 105; Main rod 106; Branch rod 107; Insert block 108;
[0024] Inner mold 201; sliding column 202; tension spring 203; sliding groove 204; connecting rod 205; asphalt tank 206; brush wheel 207;
[0025] baffle 301; carriage 302; threaded ring 303; circular ring 304; rotating plate 305; cross groove plate 306;
[0026] Base 401; Slide plate 402; Outer mold 403; Side plate 404; Gear 405; Bevel gear set 406; Eccentric wheel 407; Connecting rod 408. Detailed Implementation
[0027] A type of concrete and its preparation process, comprising the following steps:
[0028] S1: Pour the foaming agent and cement mortar into the inner mold 201 of the preparation system and wait for it to solidify;
[0029] S2: Start the rotary motor of the preparation system to drive the threaded column 101 to rotate, which in turn drives the slide 302 to move upward, so that the inner mold 201 is separated from the base plate 102;
[0030] S3: The rotating plate 305 moves upward, so that the baffle 103 and the cross groove plate 306 come into contact;
[0031] S4: Pour cement mortar into the outer mold 403 of the preparation system. The baffle 301 drives the cross groove plate 306 and the rotating plate 305 to rotate.
[0032] S5: Wait for the concrete to solidify, press the two semicircular rings 104 inward to separate the main rod 106 and the base plate 102, and remove the concrete from the device.
[0033] like Figure 4-7 As shown, this example demonstrates how the main rod 106 can be used to enhance the strength of foamed concrete bricks.
[0034] The preparation system includes a base plate 102, a main rod 106, two insert blocks 108, and an inner mold 201. The two insert blocks 108 are slidably connected to the base plate 102, and the main rod 106 is slidably connected to the two insert blocks 108. Several branches 107 are fixedly connected to both sides of the main rod 106. The inner mold 201 is slidably connected to the base plate 102, and a sealing ring is provided between the inner mold 201 and the base plate 102. This allows foaming agent and cement mortar to be poured between the base plate 102 and the inner mold 201, thereby immersing the main rod 106 and the multiple branches 107 in the cement mortar. After the cement mortar solidifies into foamed concrete, the main rod 106 and the multiple branches 107 can provide support inside, enhancing the strength of the foamed concrete brick. This achieves the effect of facilitating the use of the main rod 106 to enhance the strength of the foamed concrete brick.
[0035] like Figure 4-9 As shown, this example can facilitate the separation of the inner mold 201 from the base plate 102.
[0036] The preparation system also includes a threaded column 101, two slides 302, and a threaded ring 303. The threaded column 101 is fixedly connected to the bottom plate 102, the two slides 302 are slidably connected to both sides of the inner mold 201, and the threaded ring 303 is fixedly connected between the two slides 302. The threaded column 101 and the threaded ring 303 are threadedly connected. The output shaft of a rotary motor is fixedly connected to the threaded column 101, which drives the threaded column 101 to rotate. The threaded column 101 then drives the threaded ring 303 to move upward, which in turn drives the two slides 302 and the inner mold 201 to move upward. This causes the inner mold 201 to move upward and separate from the concrete brick, thus facilitating the separation of the inner mold 201 from the bottom plate 102.
[0037] like Figure 6-11 As shown, this example can facilitate the pushing of the connecting rod 205 into the inner mold 201.
[0038] The preparation system also includes six sliding pillars 202 and six connecting rods 205. The six sliding pillars 202 are slidably connected to the outside of the inner mold 201. A tension spring 203 is fixedly connected between each sliding pillar 202 and the inner mold 201. A sliding groove 204 is fixedly connected below each sliding pillar 202. The six connecting rods 205 are rotatably connected to the outside of the inner mold 201. The other end of each connecting rod 205 is slidably connected in the sliding groove 204. When the inner mold 201 moves upward, the tension spring 203 pulls the sliding pillars 202 and the sliding groove 204 upward. The sliding groove 204 pushes the upper end of the connecting rod 205 outward, and the lower end of the connecting rod 205 rotates inward. This facilitates pushing the connecting rod 205 into the inner mold 201.
[0039] like Figure 4-7 As shown, this example demonstrates how to easily apply an asphalt isolation layer to the outside of foamed concrete bricks.
[0040] The preparation system also includes six asphalt tanks 206, which are fixedly connected to the lower ends of corresponding connecting rods 205. Each asphalt tank 206 is rotatably connected to a brush wheel 207. The asphalt tanks 206 are filled with asphalt coating. When the lower end of the connecting rod 205 rotates inward, it drives the asphalt tanks 206 to rotate inward as well. The asphalt tanks 206 drive the brush wheels 207 to press tightly against the outside of the foamed concrete brick. When the inner mold 201 moves upward, the base plate 102 drives the foamed concrete brick to rotate. The inner mold 201 moves upward and rotates relative to the foamed concrete brick. The six brush wheels 207 evenly apply the asphalt coating to the outside of the foamed concrete brick, preparing for the next processing step, thus achieving the effect of easily applying an asphalt isolation layer to the outside of the foamed concrete brick.
[0041] like Figure 4-9As shown, this example allows for easy pouring of cement mortar into the outer mold 403.
[0042] The fabrication system also includes two baffles 301, a ring 304, a rotating plate 305, a sliding plate 402, and an outer mold 403. The ring 304 is fixedly connected between the two slides 302, the rotating plate 305 is rotatably connected above the ring 304, the sliding plate 402 is rotatably connected below the threaded post 101, and the outer mold 403 is fixedly connected above the sliding plate 402. The two baffles 301 are respectively fixedly connected to the two slides 302, and the two slides 302 are slidably connected to both sides of the outer mold 403. Therefore, when the threaded post 101 rotates, it drives the two slides... When the frame 302 moves upward, the two slides 302 drive the ring 304 and the rotating plate 305 to move upward together. Then the rotating plate 305 moves to the top and overlaps with the bottom plate 102. Then the two slides 302 drive the two baffles 301 to move upward. Then the two baffles 301 seal the outer mold 403. Then a new mold is formed between the outer mold 403 and the rotating plate 305. Then a layer of ordinary concrete can be added to the outside of the foamed concrete brick, thus making it easier to pour cement mortar into the outer mold 403.
[0043] like Figure 4-9 As shown, this example can achieve the effect of the baffle 301 driving the cross groove plate 306 and the rotating plate 305 to rotate.
[0044] Since the preparation system also includes a cross groove plate 306, four stops 103 are fixedly connected below the base plate 102, the cross groove plate 306 is fixedly connected below the rotating plate 305, and a threaded notch is provided at the top of the threaded column 101. When the rotating plate 305 moves upward, it drives the cross groove plate 306 to move upward together. When the rotating plate 305 moves to the threaded notch and coincides with the base plate 102, the four stops 103 are respectively inserted into the cross groove plate 306. After the cement mortar is poured into the outer mold 403, the base plate 102 continues to rotate, and the rotating plate 305 rotates to make the cement mortar fully wrap the foamed concrete brick, thereby achieving the effect of the stop plate 301 driving the cross groove plate 306 and the rotating plate 305 to rotate.
[0045] like Figure 7-11 As shown, this example can achieve the effect of making the eccentric wheel 407 rotate during machining.
[0046] The preparation system also includes two side plates 404, a gear 405, and a bevel gear set 406. The two side plates 404 are fixedly connected to the outer mold 403. Each side plate 404 is rotatably connected to an eccentric wheel 407. The gear 405 is rotatably connected below one of the side plates 404. The outer side of the rotating plate 305 is machined with teeth. The gear 405 and the rotating plate 305 are meshed and connected for transmission. One end of the bevel gear set 406 is fixedly connected to the gear 405, and the other end of the bevel gear set 406 is fixedly connected to one of the eccentric wheels 407. Thus, when the rotating plate 305 rotates, it can drive the gear 405 to rotate, which in turn drives the bevel gear set 406 to rotate, which in turn drives the eccentric wheel 407 to rotate. This achieves the effect of facilitating the rotation of the eccentric wheel 407 during processing.
[0047] like Figure 10-11 As shown, this example can achieve the effect of driving the outer mold 403 to move repeatedly on the base 401.
[0048] Since the preparation system also includes a base 401 and a connecting rod 408, the base 401 is slidably connected to the bottom of the slide plate 402, one end of the connecting rod 408 is rotatably connected to two eccentric wheels 407, and the other end of the connecting rod 408 is rotatably connected to the base 401. Thus, when the eccentric wheels 407 rotate, they can drive the connecting rod 408 to reciprocate, thereby fixing the base 401 to the ground. The connecting rod 408 drives the outer mold 403 to move repeatedly on the base 401, thereby making the cement mortar inside the outer mold 403 more compact, thus achieving the effect of driving the outer mold 403 to move repeatedly on the base 401.
[0049] like Figure 3-10 As shown, this example allows for easy separation of the main rod 106 and the base plate 102.
[0050] Since the preparation system also includes two semicircular rings 104 and two tension springs I 105, the two semicircular rings 104 are fixedly connected to the bottom of the two inserts 108 respectively, and the two tension springs I 105 are fixedly connected between the two semicircular rings 104 respectively. When the outer concrete solidifies, the two semicircular rings 104 are pressed inward, which in turn drives the two inserts 108 to move inward, thereby separating the two inserts 108 from the main rod 106. This facilitates the separation of the main rod 106 and the base plate 102, and allows the concrete brick to be removed from the preparation system, thus achieving the effect of facilitating the separation of the main rod 106 and the base plate 102.
Claims
1. A type of concrete and its preparation process, characterized in that: Includes the following steps: S1: Pour the foaming agent and cement mortar into the inner mold (201) of the preparation system and wait for it to solidify; S2: Start the rotary motor of the preparation system, drive the threaded column (101) to rotate, drive the slide (302) to move upward, and separate the inner mold (201) from the base plate (102); S3: The rotating plate (305) moves upward, so that the baffle (103) and the cross groove plate (306) come into contact; S4: Pour cement mortar into the outer mold (403) of the preparation system, and the baffle (301) drives the cross groove plate (306) and the rotating plate (305) to rotate; S5: Wait for the concrete to solidify, press the two semicircular rings (104) inward to separate the main rod (106) and the base plate (102), and remove the concrete from the device.
2. The concrete and its preparation process according to claim 1, characterized in that: The preparation system includes a base plate (102), a main rod (106), two inserts (108), and an inner mold (201). The two inserts (108) are slidably connected inside the base plate (102), and the main rod (106) is slidably connected to the two inserts (108). Several branches (107) are fixedly connected to both sides of the main rod (106). The inner mold (201) is slidably connected to the base plate (102), and a sealing ring is provided between the inner mold (201) and the base plate (102).
3. The concrete and its preparation process according to claim 2, characterized in that: The preparation system also includes a threaded column (101), two slides (302) and a threaded ring (303). The threaded column (101) is fixedly connected to the bottom plate (102), the two slides (302) are slidably connected to both sides of the inner mold (201), and the threaded ring (303) is fixedly connected between the two slides (302). The threaded column (101) and the threaded ring (303) are threadedly connected, and the output shaft of a rotary motor is fixedly connected to the threaded column (101).
4. The concrete and its preparation process according to claim 3, characterized in that: The preparation system also includes six sliding pillars (202) and six connecting rods (205). The six sliding pillars (202) are slidably connected to the outside of the inner mold (201). A tension spring (203) is fixedly connected between each sliding pillar (202) and the inner mold (201). A slide groove (204) is fixedly connected below each sliding pillar (202). The six connecting rods (205) are rotatably connected to the outside of the inner mold (201). The other end of each connecting rod (205) is slidably connected in the slide groove (204).
5. The concrete and its preparation process according to claim 4, characterized in that: The preparation system also includes six asphalt tanks (206), which are fixedly connected to the lower end of the corresponding connecting rods (205). Each asphalt tank (206) is rotatably connected to a brush wheel (207), and the asphalt tank (206) is filled with asphalt coating.
6. The concrete and its preparation process according to claim 5, characterized in that: The preparation system also includes two baffles (301), a ring (304), a rotating plate (305), a sliding plate (402), and an outer mold (403). The ring (304) is fixedly connected between the two slides (302), the rotating plate (305) is rotatably connected above the ring (304), the sliding plate (402) is rotatably connected below the threaded column (101), and the outer mold (403) is fixedly connected above the sliding plate (402). The two baffles (301) are fixedly connected to the two slides (302) respectively, and the two slides (302) are slidably connected to both sides of the outer mold (403).
7. The concrete and its preparation process according to claim 6, characterized in that: The preparation system also includes a cross groove plate (306), four stops (103) are fixedly connected below the base plate (102), the cross groove plate (306) is fixedly connected below the rotating plate (305), and a threaded notch is provided at the top of the threaded column (101).
8. The concrete and its preparation process according to claim 7, characterized in that: The preparation system also includes two side plates (404), a gear (405) and a bevel gear set (406). The two side plates (404) are fixedly connected to the outer mold (403). An eccentric wheel (407) is rotatably connected to each side plate (404). The gear (405) is rotatably connected to the underside of one of the side plates (404). The outer side of the rotating plate (305) is machined with teeth. The gear (405) and the rotating plate (305) are meshed and connected. One end of the bevel gear set (406) is fixedly connected to the gear (405), and the other end of the bevel gear set (406) is fixedly connected to one of the eccentric wheels (407).
9. The concrete and its preparation process according to claim 8, characterized in that: The preparation system also includes a base (401) and a connecting rod (408). The base (401) is slidably connected to the bottom of the slide plate (402). One end of the connecting rod (408) is rotatably connected to two eccentric wheels (407), and the other end of the connecting rod (408) is rotatably connected to the base (401).
10. The concrete and its preparation process according to claim 1, characterized in that: The preparation system also includes two semi-circular rings (104) and two tension springs I (105). The two semi-circular rings (104) are fixedly connected to the bottom of the two inserts (108), and the two tension springs I (105) are fixedly connected between the two semi-circular rings (104).