CN114016730B - Wall manufacturing method - Google Patents
Wall manufacturing method Download PDFInfo
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- CN114016730B CN114016730B CN202111341353.4A CN202111341353A CN114016730B CN 114016730 B CN114016730 B CN 114016730B CN 202111341353 A CN202111341353 A CN 202111341353A CN 114016730 B CN114016730 B CN 114016730B
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- rolling
- wall body
- assembly
- wall
- concrete slurry
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Abstract
The invention provides a method for manufacturing a wall, which comprises the steps of pouring concrete slurry in a containing groove; after the concrete slurry is preliminarily formed, the rolling assembly moves to be separated from the wall body, and the concrete slurry is poured again to increase the height of the wall body after the rolling assembly stops moving; primarily setting the concrete slurry; the rolling component moves upwards, and the rolling component is gradually separated from the wall body; one end of the accommodating groove, which is far away from the wall body, forms a filling space with the wall body; then pouring concrete slurry into the accommodating groove again; the concrete slurry is connected with the preliminarily shaped wall; the height of the wall body is continuously increased; the upward movement of the rolling component and the separation of the rolling component and the concrete are carried out synchronously; when new concrete slurry needs to be poured, the rolling assembly moves, and the rolling assembly is separated from the preliminarily shaped wall body at the same time; the construction efficiency is high.
Description
Technical Field
The invention relates to a concrete construction device, in particular to a wall manufacturing method.
Background
The slip form is a method for constructing a concrete building, and has the advantages of high speed and low cost; the slip form device at present is composed of a plurality of templates, a supporting frame and a lifting (or jacking) system, and the technological principle is that the lifting system lifts the templates to enable the templates and concrete in the templates to slide, and concrete is continuously poured along with the lifting of the templates to realize the increase of the height of a concrete structure; the lifting speed of the template is matched with the setting speed of the concrete. Due to the influences of factors such as uneven lifting force, difference of concrete setting time and the like, the surface of the concrete is easy to crack, and quality defects are formed; meanwhile, the friction force between the shaped wall and the template is large; the form is not easily separated from the wall.
In China with the application number CN201010233186.7; the patent document with publication date 2010.12.8 discloses a device and a construction process for slip form construction; specifically disclosed is: a layer of continuous thin plate is attached to the inner side of the slip form template in a clinging manner, and the horizontal shape of the thin plate is the same as that of the template. When the sliding form moves upwards, the thin plate stays at the original position, the sliding form template slides on the surface of the thin plate (3), the damage to the surface of concrete is reduced through the thin plate, and the quality of the concrete is improved.
However, the device shapes and supports the concrete through the thin plate, and the thin plate needs to be removed after construction is completed; the operation is complicated; the construction efficiency is low; meanwhile, the friction force between the concrete and the template needs to be reduced through the thin plate, and the construction cost is high.
Disclosure of Invention
The invention provides a wall body manufacturing method, when a rolling assembly is moved to increase the height of a wall body template, the rolling assembly can be separated from a preliminarily shaped wall body; the construction efficiency is high.
In order to achieve the purpose, the technical scheme of the invention is as follows: a manufacturing method of a wall body comprises the following steps:
step (1), pouring concrete slurry in the accommodating groove; and (3) carrying out the step (2) after the concrete slurry is preliminarily formed into the wall.
Step (2), the rolling component rotates; the rolling component moves for a preset distance; the rolling assembly is separated from the wall.
And (3) stopping the motion of the rolling assembly.
And (4) repeating the steps (1) to (3) to increase the height of the wall until the wall is manufactured.
According to the method, concrete slurry is poured in the accommodating groove; primarily setting the concrete slurry; the rolling component moves upwards, and the rolling component is gradually separated from the wall body; one end of the accommodating groove, which is far away from the wall body, forms a filling space with the wall body; then pouring concrete slurry into the accommodating groove again; the concrete slurry is connected with the preliminarily shaped wall; the height of the wall body is continuously increased. Because the rolling assembly is directly used for shaping the concrete slurry, other supporting structures are not needed for supporting the concrete slurry; after the concrete is completely shaped, the support structure does not need to be disassembled; the operation is simple; meanwhile, the rolling component moves upwards, and the rolling component is separated from the concrete synchronously; when new concrete slurry needs to be poured, the rolling assembly moves, and the rolling assembly is separated from the preliminarily shaped wall body at the same time; the construction efficiency is high.
Further, the step (2) further comprises: the rolling component rotates along the direction opposite to the moving direction of the rolling component; the friction force generated by the rotation of the rolling component and the wall body and the friction force generated by the movement of the rolling component and the wall body are mutually offset.
In the method, when the rolling component moves, the rolling component generates friction force with the wall body along one direction; the rotating direction of the rolling component is opposite to the moving direction of the rolling component; the friction force generated by the rolling assembly moving and the wall body is counteracted by the friction force generated by the rolling assembly rotating and the wall body. The rolling component and the wall body are relatively static; and the abrasion between the rolling assembly and the wall body is reduced.
Further, step (a) is also included between step (1);
presetting time limit, a numerical value X and a numerical value K of single pouring amount of concrete slurry; the timing time limit is the time limit required by the initial setting of the concrete slurry with the numerical value K; the value X is the distance each time the moving device drives the rolling assembly to move.
The step (1) is specifically as follows: pouring concrete slurry with the numerical value of K in the accommodating groove; and (4) starting timing when the timing time limit is ended, and then performing the step (2).
The step (2) is specifically as follows: the rolling component rotates; the rolling component moves for an X distance; the rolling assembly is separated from the wall.
According to the method, the numerical value K of the single pouring amount of the concrete slurry is set, so that the concrete slurry poured in the accommodating groove every time is equal; whether the concrete slurry is preliminarily molded or not is judged conveniently; meanwhile, whether the concrete slurry is shaped or not is judged by timing time limit, and convenience and rapidness are achieved.
Further, manufacturing a wall body through a rolling type mould; the rolling type mold comprises a moving component and a rolling component; the moving assembly is connected with the rolling assembly; the rolling component is provided with a containing groove; the rolling component can rotate relative to the containing groove and the rotating direction is opposite to the moving direction of the moving component; the moving component drives the rolling component to move; the rolling component drives the rolling component to rotate.
The accommodating groove is used for shaping concrete; the rolling assembly is used for separating from concrete; pouring concrete slurry into the accommodating groove, and shaping the concrete slurry in the accommodating groove; forming a wall body; when the moving assembly drives the rolling assembly to move, the accommodating groove also moves synchronously; the height of the wall body is increased through the movable accommodating groove; meanwhile, the rolling component can rotate relative to the containing groove; when the rolling component rotates, the rolling component can be separated from the wall; when in use, concrete slurry is poured in the accommodating groove; after the wall is preliminarily shaped; the moving assembly drives the rolling assembly to move upwards, and the rolling assembly is gradually separated from the wall body; after the rolling component moves for a certain distance; the moving assembly stops moving, and then new concrete slurry is poured in the accommodating groove; the new concrete slurry becomes a new wall body in the accommodating groove; meanwhile, when the rolling component moves upwards, the rolling component synchronously rotates relative to the accommodating groove; the separation effect of the rolling assembly and the wall body is enhanced.
Meanwhile, when the rolling component moves, the rolling component generates friction force with the wall body along one direction; the rotating direction of the rolling component is opposite to the moving direction of the moving component; the friction force generated by the movement of the rolling component is counteracted through the friction force generated by the rotation of the rolling component; when the rolling component is moved, the rolling component and the wall body are relatively static, sliding friction force does not exist between the rolling component and the wall body, and abrasion between the rolling component and the wall body is reduced; the separation effect of the rolling assembly and the wall body is good. The concrete and the rolling component are synchronously separated when the accommodating groove is moved; the construction efficiency is high.
Further, the rolling assembly comprises more than two rolling devices; the adjacent rolling devices move synchronously; the adjacent rolling devices are arranged in a surrounding manner and are in contact with each other; the adjacent rolling devices surround to form a containing groove; more than two rolling devices can rotate relative to the containing groove, and the rotating direction is opposite to the moving direction of the moving assembly; the rolling device drives the rolling device to rotate along the opposite direction of the movement of the containing groove.
According to the arrangement, the adjacent rolling devices synchronously move; the adjacent rolling devices are synchronously contacted with different surfaces of the wall body; and meanwhile, the adjacent rolling devices are in mutual contact, so that the concrete slurry is prevented from flowing out.
Further, the rolling assembly further comprises a driving device; the rolling device comprises a driving roller, a driven roller and a flexible rolling member; the flexible rolling element is sleeved on the driven roller of the driving roller; at least one end of the driving roller is provided with a transmission gear; the driving device is connected with one of the driving rollers; the transmission gears of the adjacent rolling devices are meshed with each other; the driving device drives more than two rolling devices to synchronously rotate; the flexible rolling pieces of the adjacent rolling devices are mutually contacted and surround to form an accommodating groove; the driving device drives the adjacent flexible rolling members to rotate along the opposite direction of the movement of the accommodating groove.
Drawings
Fig. 1 is a schematic perspective view of a wall manufactured by using the rolling mold of the present invention.
Fig. 2 is an enlarged view of a in fig. 1.
Fig. 3 is a top view of a first embodiment of a rolling assembly embodying the present invention.
Fig. 4 is a top view of a second embodiment of a rolling assembly embodying the present invention.
Fig. 5 is a schematic view of the driving device of the present invention in cooperation with a first rolling device, a second rolling device and a third rolling device.
Fig. 6 is a schematic view of a flexible rolling member using the present invention.
Fig. 7 is a schematic view before concrete is poured using the present invention.
Fig. 8 is a schematic view of a wall formed using the present invention.
Fig. 9 is a schematic view of the use of the present invention to continue casting concrete on a formed wall.
FIG. 10 is a flow chart of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-10; the manufacturing method of the wall body is mainly realized by a rolling type mould; the rolling type mold comprises a moving component 2 and a rolling component 1; the moving assembly 2 is connected with the rolling assembly 1 and drives the rolling assembly 1 to move; the rolling component 1 is provided with a containing groove 3; the rolling component 1 can rotate relative to the containing groove 3 and the rotating direction is opposite to the moving direction of the moving component 2. As shown with reference to fig. 1 and 5; when the wall 42 is manufactured and the height of the wall 42 is continuously increased, the moving assembly moves along the direction A; the rolling assembly rotates in the direction B.
The rolling assembly 1 comprises more than two rolling devices; the adjacent rolling devices synchronously rotate; the adjacent rolling devices are arranged in a surrounding manner and are in contact with each other; the adjacent rolling devices surround to form a containing groove 3. The accommodating groove 3 is used for shaping concrete; the rolling assembly 1 is used for separating from concrete; the adjacent rolling devices move synchronously; adjacent rolling devices are in simultaneous contact with different surfaces of the wall 42.
The rolling device comprises a mounting side plate 11, a driving roller 14, a driven roller 15 and a flexible rolling member 16; two ends of one side of the mounting side plate 11 are provided with first roller supporting pieces 12; second roller supporting pieces 13 are arranged at two ends of the other side of the mounting side plate 11; the driving rollers 14 are mounted on the two first roller supporting pieces 12; the driven rollers 15 are mounted on the two second roller supports 13. The flexible rolling element 16 is sleeved on the driven roller 15 of the driving roller 14; at least one end of the driving roller 14 is provided with a transmission gear 17. The rolling means further comprise drive means 18; the driving device 18 is connected with one of the driving rollers 14; the transmission gears 17 of the adjacent rolling devices are meshed with each other; the driving device 18 drives more than two rolling devices to synchronously rotate; the flexible rolling elements 16 of adjacent rolling means are in contact with each other and form a receiving groove 3 around them. The transmission gears 17 of the adjacent rolling devices are meshed with each other, and the driving device 18 drives the rolling devices to synchronously rotate, so that the structure is simple. By providing a flexible rolling member 16; reducing wear between the rolling device and the wall 42; while the adjacent flexible rolling elements 16 are in contact with each other to prevent the concrete slurry 41 from flowing out. Simultaneously, the adjacent flexible rolling parts synchronously rotate, so that the adjacent flexible rolling parts are relatively static; the wear between adjacent flexible rolling elements is small.
The flexible rolling element 16 comprises a surface layer 161 and a bottom layer 162; the surface layer 161 is arranged on the outer surface of the bottom layer; in this embodiment, the surface layer 161 is a silica gel layer; the bottom layer 162 is a PVC layer; the silica gel is not easy to be bonded with the building pouring material; when concrete slurry 41 is further poured in the accommodating groove 3; the concrete grout 41 does not adhere to the surface of the flexible rolling member 16.
The rolling device further comprises a support plate 19; the supporting plate 19 is installed on the installation side plate 11 and positioned between the driving roller 14 and the driven roller 15; the flexible rolling element 16 is sleeved on the driving roller 14, the driven roller 15 and the supporting plate 19; the support plate 19 is used to support the flexible rolling elements 16. The flexible rolling elements 16 are supported by the supporting plate 19; further supporting the wall 42, so that the shaping effect of the wall 42 is good; at the same time, the pressure of the wall 42 on the rolling device is reduced by the supporting plate 19.
In this embodiment, two sets of tensioning structures 111 are provided on the mounting side plate 11; one end of the set of tensioning structures 111 near the drive roller 14; another set of tensioning structures 111 is adjacent the other end of the drive roller 14; the tensioning structure 111 comprises a tensioning plate 112 and a tensioning bolt 113 arranged on the tensioning plate 112 in a penetrating way; the flexible roller 16 is arranged between two tightening bolts 113. In this embodiment, the first roller supporting member 12 is movably mounted on the mounting side plate 11, and two ends of the first roller supporting member 12 are respectively provided with a tensioning hole 114; the tension bolt 113 is screwed with the tension hole 114; the tension bolt 113 is used to tension the first roller support 12 by adjusting the depth of the tension bolt 113 in the tension hole 114; the position of the first roller supporting piece 12 is changed, so that the position of the driving roller 14 is adjusted, the driving roller 14 is far away from or close to the driven roller, and the flexible rolling piece is tensioned.
In the present embodiment, three rolling devices are provided, namely, the first rolling device 5, the second rolling device 6 and the third rolling device 7, and the two ends of the driving roller 14 of the second rolling device 6 are provided with transmission gears 17. The second rolling device 6 is arranged between the first rolling device 5 and the third rolling device 7 and close to one end of the first rolling device 5 and one end of the third rolling device 7; one end of the mounting side plate 11 of the second rolling device 6 is mounted on the mounting side plate 11 of the first rolling device 5; the other end of the mounting side plate 11 of the second rolling device 6 is mounted on the mounting side plate 11 of the third rolling device 7. A baffle 9 is arranged at the other end of the first rolling device 5 and the third rolling device 7; the baffle 9, the flexible rolling member 16 of the first rolling device 5, the flexible rolling member 16 of the second rolling device 6 and the flexible rolling member 16 of the third rolling device 7 are in mutual contact; the first rolling device 5, the second rolling device 6, the third rolling device 7 and the baffle plate surround to form the accommodating groove 3. In this embodiment, the baffle 9 is made of silica gel.
The driving device 18 is connected with the first rolling device 5; the transmission gear 17 of the first rolling device 5 is meshed with the transmission gear 17 of the second rolling device 6; the other transmission gear 17 of the second rolling device 6 is meshed with the transmission gear 17 of the third rolling device 7.
In another embodiment, four rolling devices are provided, namely the first rolling device 5, the second rolling device 6, the third rolling device 7 and the fourth rolling device 8, and the two ends of the driving roller 14 of the second rolling device 6 and the two ends of the driving roller 14 of the third rolling device 7 are provided with the transmission gears 17. The second rolling device 6 is arranged between the first rolling device 5 and the third rolling device 7 and close to one end of the first rolling device 5 and one end of the third rolling device 7; the fourth rolling device 8 is arranged between the first rolling device 5 and the third rolling device 7 and close to the other ends of the first rolling device 5 and the third rolling device 7.
One end of a mounting side plate 11 of the second rolling device 6 and one end of a mounting side plate 11 of the fourth rolling device 8 are mounted on the mounting side plate 11 of the first rolling device 5; the other end of the mounting side plate 11 of the second rolling device 6 and the other end of the mounting side plate 11 of the fourth rolling device 8 are mounted on the mounting side plate 11 of the third rolling device 7; the first rolling device 5, the second rolling device 6, the third rolling device 7 and the fourth rolling device 8 form the accommodating groove 3 in a surrounding manner.
The driving device 18 is connected with the first rolling device 5; the transmission gear 17 of the first rolling device 5 is meshed with the transmission gear 17 of the second rolling device 6; another transmission gear 17 of the second rolling device 6 is meshed with a transmission gear 17 of the third rolling device 7; the other transmission gear 17 of the third rolling device 7 is meshed with the transmission gear 17 of the fourth rolling device 8.
The driving device 18 comprises a driving motor 181 and a coupling 182; the driving motor 181 is connected to the driving roller 14 of the first rolling device 5 through a coupling 182.
The moving assembly 2 comprises guide means 21 and connecting means 22; the rolling assembly 1 is mounted on the guide device 21; the connecting device 22 drives the rolling assembly 1 to move along the guiding direction of the guiding device; the connecting device 22 is a connecting piece; one end of the connecting device 22 is connected with the mounting side plate 11 of the first rolling device 5; the other end of the connecting device 22 is connected with the mounting side plate 11 of the third rolling device 7; the top of the connecting device 22 is connected with a lifting rope 23; the connecting device 22 is driven by the lifting rope 23. The guide 21 comprises a rail 211; two sliding rails 211 are provided; a sliding block 212 is arranged on the sliding rail 211 in a sliding manner; the slider 212 is connected to the mounting side plate 11 of the first rolling device 5.
The concrete slurry 41 is shaped in the accommodating groove 3 by pouring the concrete slurry 41 into the accommodating groove 3; forming a wall 42; when the moving component 2 drives the rolling component 1 to move, the accommodating groove 3 also moves synchronously; the height of the wall body 42 is increased through the movable accommodating groove 3; meanwhile, the rolling component 1 can rotate relative to the containing groove 3; when the rolling assembly 1 rotates, the rolling assembly 1 is separated from the wall 42; when in use, the concrete slurry 41 is poured in the accommodating groove 3; after the wall 42 is initially shaped; the moving assembly 2 drives the rolling assembly 1 to move upwards, and the adjacent rolling devices are gradually separated from the wall 42; after the rolling device 3 moves for a certain distance; the moving assembly 2 stops moving, and then new concrete slurry 41 is poured in the accommodating groove 3; the new concrete slurry 41 becomes a new wall 42 in the accommodating groove 3; meanwhile, when the rolling component 1 moves upwards, the rolling component 1 synchronously rotates relative to the accommodating groove 3; the separation effect of the rolling assembly 1 from the wall body 42 is enhanced.
Meanwhile, when the rolling assembly 1 moves, the rolling assembly 1 generates friction force with the wall 42 along one direction; the rotating direction of the rolling component 1 is opposite to the moving direction of the moving component 2; the friction force generated by the movement of the rolling assembly 1 is counteracted by the friction force generated by the rotation of the rolling assembly 1; further, when the rolling unit 1 is moved, the rolling unit 1 and the wall 42 are relatively stationary, and no sliding friction force exists between the rolling unit 1 and the wall 42.
Shown with reference to fig. 1, 5 and 9; the moving assembly 2 drives the plurality of rolling devices to move in the direction A, and the flexible rolling members 16 contact with the surface of the wall 42 to generate a friction force F1; by rotating the rolling assembly 1 in the direction B, the flexible rolling members 16 contact the surface of the wall 42 to generate friction force F2; the friction force F2 will be offset from the friction force F1; so that the flexible roller element is relatively stationary with respect to the wall 42. Reducing the abrasion between the rolling assembly 1 and the wall body 42; the rolling assembly 1 is well separated from the wall 42. The concrete is synchronously separated from the rolling component 1 when the accommodating groove 3 is moved; the construction efficiency is high.
The manufacturing method of the wall body comprises the following steps:
step (a), pre-installing a rolling type mould; presetting time limit, a numerical value X and a numerical value K of single pouring amount of concrete slurry; the timing time limit is the time limit required by the initial setting of the concrete slurry with the numerical value K; the value X is the distance each time the moving device drives the rolling assembly to move.
Pouring concrete slurry with a numerical value of K in the accommodating groove; starting timing when the timing time limit is finished, and then performing the step (2);
step (2) the rolling component rotates; the rolling component moves for an X distance; the rolling assembly is separated from the wall.
And (3) stopping the motion of the rolling assembly.
And (4) repeating the steps (1) to (3) to increase the height of the wall until the wall is manufactured.
According to the method, the numerical value K of the single pouring amount of the concrete slurry is set, so that the concrete slurry poured in the accommodating groove every time is equal; whether the concrete slurry is preliminarily molded or not is judged conveniently; meanwhile, whether the concrete slurry is shaped or not is judged by timing time limit, and convenience and rapidness are achieved. Pouring concrete slurry in the accommodating groove; primarily setting the concrete slurry; driving the rolling component to move upwards, and gradually separating the rolling component from the wall body; one end of the accommodating groove, which is far away from the wall body, forms a filling space with the wall body; then pouring concrete slurry into the accommodating groove again; the concrete slurry is connected with the preliminarily shaped wall; the height of the wall body is continuously increased. Meanwhile, when the rolling component moves, the rolling component generates friction force with the wall body along one direction; the rotating direction of the rolling component is opposite to the moving direction of the rolling component; the friction force generated by the rolling assembly moving and the wall body is counteracted by the friction force generated by the rolling assembly rotating and the wall body. The rolling component and the wall body are relatively static; and the abrasion between the rolling assembly and the wall body is reduced.
Because the rolling assembly is directly used for shaping the concrete slurry, other supporting structures are not needed for supporting the concrete slurry; after the concrete is completely shaped, the support structure does not need to be disassembled; the operation is simple; meanwhile, the rolling component moves upwards, and the rolling component is separated from the concrete synchronously; when new concrete slurry needs to be poured, the rolling assembly is driven to move, and the rolling assembly is separated from the preliminarily shaped wall body at the same time; the construction efficiency is high.
The method comprises the following steps:
in the step (a), a rolling type mould is pre-installed; the method specifically comprises the following steps: a sliding rail is arranged along the height direction of the wall body, and the first rolling device and the second rolling device are connected through a connecting device; then connecting the rolling assembly with the sliding block; the rolling assembly moves into contact with the ground.
Claims (3)
1. A manufacturing method of a wall body is characterized in that: manufacturing a wall body by a rolling type mould; the rolling type die comprises a moving assembly and a rolling assembly, wherein the moving assembly is connected with the rolling assembly, the moving assembly drives the rolling assembly to move, and the rolling assembly comprises a driving device and more than two rolling devices; the adjacent rolling devices move synchronously; the rolling device comprises a driving roller, a driven roller and a flexible rolling member; the driving roller is positioned at one side of the rolling device, and the driven roller is positioned at the other side of the rolling device; the flexible rolling element is sleeved on the driven roller of the driving roller; at least one end of the driving roller is provided with a transmission gear; the driving device is connected with one of the driving rollers; the transmission gears of the adjacent rolling devices are meshed with each other; the driving device drives more than two rolling devices to synchronously rotate; the flexible rolling pieces of the adjacent rolling devices are mutually contacted and surround to form an accommodating groove; the flexible rolling pieces in the more than two rolling devices can rotate relative to the containing groove, and the rotating direction is opposite to the moving direction of the moving assembly;
the manufacturing method of the wall body comprises the following steps:
step (1), pouring concrete slurry in the accommodating groove; carrying out step (2) after the concrete slurry is preliminarily formed into a wall;
step (2), the rolling component rotates; the rolling component moves for a preset distance; the rolling assembly is separated from the wall;
step (3), stopping the motion of the rolling assembly;
and (4) repeating the steps (1) to (3) to increase the height of the wall until the wall is manufactured.
2. The method for manufacturing a wall body according to claim 1, wherein: the method comprises the following steps: the step (2) further comprises the following steps: the rolling component rotates along the direction opposite to the moving direction of the rolling component; the friction force generated by the rotation of the rolling component and the wall body and the friction force generated by the movement of the rolling component and the wall body are mutually offset.
3. The method for manufacturing a wall body according to claim 1, wherein: step (1) also comprises step (a);
presetting time limit, a numerical value X and a numerical value K of single pouring amount of concrete slurry; the timing time limit is the time limit required by the initial setting of the concrete slurry with the numerical value K; the value X is the distance of each time the moving device drives the rolling component to move;
the step (1) is specifically as follows: pouring concrete slurry with the numerical value of K in the accommodating groove; starting timing when the timing time limit is finished, and then performing the step (2);
the step (2) is specifically as follows: the rolling component rotates; the rolling component moves for an X distance; the rolling assembly is separated from the wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111341353.4A CN114016730B (en) | 2021-11-12 | 2021-11-12 | Wall manufacturing method |
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| CN202111341353.4A CN114016730B (en) | 2021-11-12 | 2021-11-12 | Wall manufacturing method |
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| CN114016730A CN114016730A (en) | 2022-02-08 |
| CN114016730B true CN114016730B (en) | 2023-04-18 |
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| CN201460203U (en) * | 2009-08-27 | 2010-05-12 | 中化二建集团有限公司 | Concrete poured slip-form template |
| CN106088582A (en) * | 2016-07-08 | 2016-11-09 | 广州市第四建筑工程有限公司 | Slip form platform and be applied to armored concrete cylinder slding form operation method |
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