CN214942543U - Reinforcement cage forming die for civil engineering - Google Patents

Reinforcement cage forming die for civil engineering Download PDF

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Publication number
CN214942543U
CN214942543U CN202022909420.5U CN202022909420U CN214942543U CN 214942543 U CN214942543 U CN 214942543U CN 202022909420 U CN202022909420 U CN 202022909420U CN 214942543 U CN214942543 U CN 214942543U
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China
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cylinder
supporting shaft
supporting
civil engineering
reinforcing
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CN202022909420.5U
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石晓冬
闫永峰
许星宇
贾成一
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China Second Metallurgy Group Co Ltd
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China Second Metallurgy Group Co Ltd
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Abstract

The utility model discloses a steel reinforcement cage design mould for civil engineering, including disk body, a reinforcing bar section of thick bamboo, telescopic machanism, push-and-pull institution and supporting mechanism. And a supporting shaft penetrating left and right is fixed in the middle of the tray body. The equidistant setting of a reinforcing bar section of thick bamboo is in the circumference of disk body, and a reinforcing bar section of thick bamboo is and makes things convenient for reinforcing bar male left and right sides to link up the form, and a reinforcing bar inserts a reinforcing bar section of thick bamboo, and a reinforcing bar section of thick bamboo's diameter can be set for by oneself, for example four centimetres. The telescopic mechanism is installed between the steel bar cylinder and the disc body, and the distance from the steel bar cylinder to the disc body can be changed when the telescopic mechanism is telescopic, so that the telescopic mechanism is suitable for steel bar cages with different diameters and widths. The push-pull mechanism is arranged between the telescopic mechanism and the supporting shaft, and the push-pull mechanism realizes the stretching of the telescopic mechanism through pushing and pulling. The supporting mechanisms are installed at two ends of the supporting shaft and support the supporting shaft. Two lock rings are placed on the ground, the reinforcing steel bar is inserted into the reinforcing steel bar barrel, the two lock rings support left and right, the support shaft supports the disk body.

Description

Reinforcement cage forming die for civil engineering
Technical Field
The utility model relates to a steel reinforcement cage design field specifically is a steel reinforcement cage design mould for civil engineering.
Background
For the building, the reinforcing steel bars are indispensable, the firmness of the whole is improved, the whole is not easy to break, therefore, the building can be built very high, and the number of common cells reaches 40 layers. During normal operation, firstly, the reinforcement cage is tied up to be round or square, the reinforcement cage is placed into a built foundation pit, and then concrete is poured. For the binding of the steel reinforcement cage, the direct hand prick, the position of the steel reinforcement is not well limited, therefore, there is a mold capable of positioning the steel reinforcement, such as the publication No. CN206680993U, the utility model discloses a steel reinforcement cage positioning device for civil engineering, which comprises a handheld base plate, the handheld base plate is a disk-shaped structure, the side wall of the handheld base plate is provided with a hinged seat along the axial direction array thereof, a movable rod is hinged on the hinged seat, one end of the movable rod is hinged with the hinged seat, the other end of the movable rod is provided with a U-shaped supporting fork, one side of the movable rod close to the handheld base plate is provided with a long strip-shaped chute along the length direction of the movable rod, the inside of the chute is provided with a slide block, one end of the slide block far away from the movable rod is hinged with a butt joint rod, one end of the butt joint rod is hinged with the slide block, the other end of the butt joint rod is provided with an adjusting disc, the adjusting disc is arranged in parallel with the handheld base plate, the outer side of the adjusting disc is provided with a butt joint clamping groove butted with the butt joint rod along the axial direction array thereof, the internal thread of the adjusting disk is sleeved with an adjusting screw rod. The utility model discloses use easy operation swift, the location design that is fit for the steel reinforcement cage of different width and shape supports, and convenient to carry is swift ", and it is the U type that is umbelliform vaulting pole through the bottom and supports the fork, and this kind of reinforcing bar scatters easily after inserting, and the fastness is not enough, and the location effect is not good, consequently, how firmly to the steel reinforcement cage location, is the problem that this field of technical staff urgently needed to solve.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel reinforcement cage design mould for civil engineering to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a steel reinforcement cage shaping die for civil engineering comprises a disc body, a steel reinforcement cylinder, a telescopic mechanism, a push-pull mechanism and a supporting mechanism.
And a supporting shaft penetrating left and right is fixed in the middle of the tray body.
The equidistant setting of a reinforcing bar section of thick bamboo is in the circumference of disk body, and a reinforcing bar section of thick bamboo is and makes things convenient for reinforcing bar male left and right sides to link up the form, and a reinforcing bar inserts a reinforcing bar section of thick bamboo, and a reinforcing bar section of thick bamboo's diameter can be set for by oneself, for example four centimetres.
The telescopic mechanism is installed between the steel bar cylinder and the disc body, and the distance from the steel bar cylinder to the disc body can be changed when the telescopic mechanism is telescopic, so that the telescopic mechanism is suitable for steel bar cages with different diameters and widths.
The push-pull mechanism is arranged between the telescopic mechanism and the supporting shaft, and the push-pull mechanism realizes the stretching of the telescopic mechanism through pushing and pulling.
The supporting mechanisms are installed at two ends of the supporting shaft and support the supporting shaft.
As above reinforcing bar cage design mould for civil engineering, wherein, preferably, telescopic machanism is square guide cylinder including fixing the cross-section in disk body circumference, and has spliced the expansion plate in the guide cylinder, the reinforcing bar section of thick bamboo is fixed at the tip of expansion plate, and the expansion plate is flexible in the guide cylinder.
The steel reinforcement cage shaping mold for civil engineering, as described above, preferably, the push-pull mechanism includes a push rod hinged to the left end of the expansion plate, the push rod is close to one side of the steel reinforcement cylinder, the end of the push rod is connected through a slide cylinder, the slide cylinder is hinged to the push rod, the slide cylinder is sleeved on the support shaft, the mold further includes an adjusting mechanism for driving the slide cylinder to move on the support shaft, the axial distance of the slide cylinder on the support shaft is changed through the adjusting mechanism, and the position of the slide cylinder on the support shaft is driven through the adjusting mechanism, so that push-pull of the push rod is realized, and expansion and contraction of the expansion plate are realized.
As above-mentioned steel reinforcement cage design mould for civil engineering, wherein, preferably, adjustment mechanism includes threaded cylinder of threaded connection on the back shaft, and the slide cartridge cup joints in threaded cylinder's circumference, the slide cartridge rotates with threaded cylinder and is connected, and threaded cylinder rotates, moves on the back shaft, drives slide cartridge and removes, because rotate and connect simultaneously, the slide cartridge can not be along with threaded cylinder is rotatory.
As above reinforcing bar cage design mould for civil engineering, wherein, preferably, be fixed with first swing arm in the circumference of a screw thread section of thick bamboo, drive a screw thread section of thick bamboo through first swing arm and rotate, first swing arm makes things convenient for a screw thread section of thick bamboo to rotate.
The reinforcing cage shaping mold for civil engineering as described above, wherein preferably, further comprises an anti-slip mechanism for limiting the sliding of the threaded cylinder on the support shaft, the anti-slip mechanism is mounted on the support shaft, and the looseness of the threaded cylinder is limited by the protection mechanism.
As above reinforcing bar cage design mould for civil engineering, wherein, preferably, anti-skidding mechanism is including cup jointing the dog on supporting the axle, and the dog is located the one side that the disk body was kept away from to the screw thread section of thick bamboo, the dog supports tight screw thread section of thick bamboo, and the circumference of dog is fixed with the second swing arm, and it is rotatory to drive the dog through the second swing arm, supports tight screw thread section of thick bamboo, avoids the screw thread section of thick bamboo not hard up to diameter or the width of fixed reinforcing bar cage.
As above, the steel reinforcement cage shaping mold for civil engineering, wherein, preferably, the supporting mechanism includes the support ring that is located the disk body along the bearing direction both sides of back shaft, and the support ring passes through the bracing piece and is connected with the end of back shaft, and the radius of support ring is greater than the distance of steel reinforcement section of thick bamboo to back shaft axis, like this, when subaerial, contact ground be the support ring, rather than the steel reinforcement section of thick bamboo, the diameter of support ring should be as big as possible, avoids influencing steel reinforcement section of thick bamboo flexible.
As above-mentioned steel reinforcement cage design mould for civil engineering, wherein, preferably, the bracing piece rotates with the back shaft to be connected, is convenient for rotate the disk body to change the position of bracing piece, avoid influencing the inserting of reinforcing bar.
As above-mentioned steel reinforcement cage design mould for civil engineering, wherein, preferentially, the disk body is inside hollow confined tube-shape, increases and supports the cross-section, and the open end of steel reinforcement section of thick bamboo is the loudspeaker form, makes things convenient for the reinforcing bar to insert.
For background art, the application provides a steel reinforcement cage design mould for civil engineering:
1. the two support rings are placed on the ground, the reinforcing steel bars are inserted into the reinforcing steel bar barrel, the two support rings support left and right, the support shafts support the disk body, the stability is guaranteed, the reinforcing steel bars extend out of one side of the reinforcing steel bar barrel, which is far away from the threaded barrel, then bundling is performed, then the reinforcing steel bars are continuously inserted, bundling is continuously performed, and if the reinforcing steel bars are square reinforcing steel bar cages, four reinforcing steel bars are symmetrically inserted, and a plurality of reinforcing steel bars are inserted if the reinforcing steel bars are round;
2. the first rotating rod is rotated to drive the threaded cylinder to rotate, the threaded cylinder drives the sliding cylinder to slide on the supporting shaft, so that the push-pull push rod pushes the expansion plate out of the guide cylinder when pushing, the circumferential distance between the steel bar cylinders is increased, the steel bar cylinders adapt to large-size steel bar cages, and similarly, the first rotating rod rotates reversely, the steel bar cylinders shrink oppositely to tie up the small-diameter steel bar cages.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of the present invention;
fig. 3 is a right side view of the present invention;
fig. 4 is a right side view of the support ring of the present invention after being rotated forty-five degrees.
In the figure: the steel bar reinforced plastic plate comprises a plate body 1, a support shaft 11, a steel bar barrel 12, a guide barrel 2, a telescopic plate 21, a push rod 22, a sliding barrel 23, a threaded barrel 24, a first rotating rod 25, a stop block 26, a second rotating rod 27, a support ring 3 and a support rod 31.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, the utility model provides a steel reinforcement cage design mould technical scheme for civil engineering: a steel reinforcement cage shaping die for civil engineering comprises a disc body 1, a steel reinforcement cylinder 12, a telescopic mechanism, a push-pull mechanism and a supporting mechanism.
A supporting shaft 11 which penetrates through the left and the right is fixed in the middle of the tray body 1.
The equidistant setting of a reinforcing bar section of thick bamboo 12 is in the circumference of disk body 1, and a reinforcing bar section of thick bamboo 12 is the form that link up about convenient reinforcing bar male, and a reinforcing bar male reinforcing bar section of thick bamboo 12, and the diameter of a reinforcing bar section of thick bamboo 12 can be set for by oneself, is greater than the reinforcing bar diameter, for example four centimetres.
The telescopic mechanism is arranged between the steel bar cylinder 12 and the disc body 1, and the distance from the steel bar cylinder 12 to the disc body 1 can be changed when the telescopic mechanism is telescopic, so that the telescopic mechanism is suitable for steel bar cages with different diameters and widths. The telescopic mechanism comprises a guide cylinder 2 fixed on the circumferential direction of the disc body 1 and provided with a square cross section, a telescopic plate 21 is inserted in the guide cylinder 2, a steel bar cylinder 12 is fixed at the end part of the telescopic plate 21, and the telescopic plate 21 is telescopic in the guide cylinder 2.
The push-pull mechanism is arranged between the telescopic mechanism and the supporting shaft 11, and the push-pull mechanism realizes the extension and retraction of the telescopic mechanism through push-pull. Push-and-pull mechanism includes the push rod 22 of being connected with the articulated of expansion plate 21 left end, and push rod 22 is close to one side of a reinforcing bar section of thick bamboo 12, the end of push rod 22 is connected through slide cartridge 23, and slide cartridge 23 is connected with push rod 22 is articulated, slide cartridge 23 cup joints on back shaft 11, still including the adjustment mechanism who drives slide cartridge 23 and remove on back shaft 11, change slide cartridge 23 axial distance on back shaft 11 through adjustment mechanism, drive slide cartridge 23 position on back shaft 11 through adjustment mechanism, thereby realize push-and-pull of push rod 22, realize expansion plate 21's flexible. The adjusting mechanism comprises a threaded cylinder 24 which is in threaded connection with the supporting shaft 11, the sliding cylinder 23 is sleeved on the circumferential direction of the threaded cylinder 24, the sliding cylinder 23 is rotatably connected with the threaded cylinder 24, the threaded cylinder 24 rotates and moves on the supporting shaft 11 to drive the sliding cylinder 23 to move, and meanwhile, due to the rotation connection, the sliding cylinder 23 cannot rotate along with the threaded cylinder 24. A first rotating rod 25 is fixed on the circumferential direction of the threaded cylinder 24, the threaded cylinder 24 is driven to rotate through the first rotating rod 25, and the first rotating rod 25 facilitates the rotation of the threaded cylinder 24. The anti-slip mechanism is mounted on the support shaft 11 and limits loosening of the threaded cylinder 24 through the protection mechanism. The anti-slip mechanism comprises a stop block 26 sleeved on the support shaft 11, the stop block 26 is located on one side, away from the disc body 1, of the threaded cylinder 24, the stop block 26 supports the threaded cylinder 24 tightly, a second rotating rod 27 is fixed to the stop block 26 in the circumferential direction, the stop block 26 is driven to rotate through the second rotating rod 27 and supports the threaded cylinder 24 tightly, looseness of the threaded cylinder 24 is avoided, and therefore the diameter or the width of the steel reinforcement cage is fixed.
The supporting mechanisms are installed at both ends of the supporting shaft 11 and support the supporting shaft 11. The supporting mechanism comprises supporting rings 3 which are positioned on two sides of the disc body 1 along the bearing direction of the supporting shaft 11, the supporting rings 3 are connected with the end part of the supporting shaft 11 through supporting rods 31, the radius of each supporting ring 3 is larger than the distance from the steel bar cylinder 12 to the axis of the supporting shaft 11, so that when the supporting ring is on the ground, the supporting ring 3 is in contact with the ground instead of the steel bar cylinder 12, the diameter of each supporting ring 3 is required to be as large as possible, and the steel bar cylinder 12 is prevented from being influenced to stretch and retract. The support rod 31 is rotatably connected with the support shaft 11, so that the disk body can be conveniently rotated, the position of the support rod 31 is changed, and the insertion of a reinforcing steel bar is prevented from being influenced. The disk body 1 is a closed cylinder with a hollow inner part, the supporting section is enlarged, and the opening end of the reinforcing steel bar cylinder 12 is trumpet-shaped, so that the reinforcing steel bars can be conveniently inserted.
The working principle is as follows: the two support rings 3 are placed on the ground, the reinforcing steel bars are inserted into the reinforcing steel bar barrel 12, the two support rings 3 are supported left and right, the support shaft 11 is supported, the support shaft 11 supports the tray body 1, the stability is guaranteed, the reinforcing steel bars extend out of one side of the reinforcing steel bar barrel 12, which is far away from the threaded barrel 24, then bundling is carried out, then the reinforcing steel bars are inserted continuously, bundling is carried out continuously, and if the reinforcing steel bars are square reinforcing steel bar cages, four reinforcing steel bars are symmetrically inserted, and a plurality of reinforcing steel bars are inserted in a round shape;
2. the first rotating rod 25 is rotated to drive the threaded cylinder 24 to rotate, the threaded cylinder 24 drives the sliding cylinder 23 to slide on the supporting shaft 11, so that the push rod 22 is pushed and pulled, the expansion plate 21 is pushed out of the guide cylinder 2 in the pushing process, the circumferential distance between the steel bar cylinders 12 is increased, the steel bar cage with a large size is adapted, and similarly, the first rotating rod 25 rotates reversely, the steel bar cylinders 12 contract oppositely, and the steel bar cage with a small diameter is bundled.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (10)

1. The utility model provides a steel reinforcement cage design mould for civil engineering which characterized in that includes: the support plate comprises a plate body (1), wherein a support shaft (11) which penetrates through the plate body left and right is fixed in the middle of the plate body (1); the reinforcing steel bar cylinders (12) are arranged in the circumferential direction of the plate body (1) at equal intervals, and the reinforcing steel bar cylinders (12) are in a left-right through shape convenient for inserting reinforcing steel bars; the telescopic mechanism is arranged between the steel bar cylinder (12) and the disc body (1), and the distance between the steel bar cylinder (12) and the disc body (1) can be changed when the telescopic mechanism is telescopic; the push-pull mechanism is arranged between the telescopic mechanism and the supporting shaft (11), and the push-pull mechanism realizes the stretching of the telescopic mechanism through pushing and pulling; and the supporting mechanisms are arranged at two ends of the supporting shaft (11).
2. The reinforcing cage shaping mold for civil engineering as claimed in claim 1, wherein: the telescopic mechanism comprises a guide cylinder (2) which is fixed on the circumferential section of the disc body (1) and is square, a telescopic plate (21) is inserted in the guide cylinder (2), and the end part of the telescopic plate (21) is fixed on the reinforcing steel bar cylinder (12).
3. The reinforcing cage shaping mold for civil engineering as claimed in claim 2, wherein: the push-pull mechanism comprises a push rod (22) hinged with the left end of the expansion plate (21), the push rod (22) is close to one side of the steel bar cylinder (12), the tail end of the push rod (22) is connected with a sliding cylinder (23), the sliding cylinder (23) is hinged with the push rod (22), the sliding cylinder (23) is sleeved on the supporting shaft (11), the push-pull mechanism further comprises an adjusting mechanism for driving the sliding cylinder (23) to move on the supporting shaft (11), and the axial distance of the sliding cylinder (23) on the supporting shaft (11) is changed through the adjusting mechanism.
4. The reinforcing cage shaping mold for civil engineering as claimed in claim 3, wherein: the adjusting mechanism comprises a threaded cylinder (24) in threaded connection with the supporting shaft (11), a sliding cylinder (23) is sleeved on the circumferential direction of the threaded cylinder (24), and the sliding cylinder (23) is rotationally connected with the threaded cylinder (24).
5. The reinforcing cage shaping mold for civil engineering as claimed in claim 4, wherein: a first rotating rod (25) is fixed on the circumferential direction of the threaded cylinder (24), and the threaded cylinder (24) is driven to rotate through the first rotating rod (25).
6. The reinforcing cage shaping mold for civil engineering as claimed in claim 5, wherein: the anti-skidding mechanism is characterized by further comprising an anti-skidding mechanism for limiting the sliding of the threaded cylinder (24) on the supporting shaft (11), and the anti-skidding mechanism is installed on the supporting shaft (11).
7. The reinforcing cage shaping mold for civil engineering as claimed in claim 6, wherein: the anti-skidding mechanism comprises a stop block (26) sleeved on the supporting shaft (11), the stop block (26) is located on one side, away from the disc body (1), of the threaded cylinder (24), the stop block (26) abuts against the threaded cylinder (24), and a second rotating rod (27) is fixed to the circumferential direction of the stop block (26).
8. The reinforcing cage shaping mold for civil engineering as claimed in claim 7, wherein: the supporting mechanism comprises supporting rings (3) which are positioned on two sides of the tray body (1) along the bearing direction of the supporting shaft (11), the supporting rings (3) are connected with the end part of the supporting shaft (11) through supporting rods (31), and the radius of each supporting ring (3) is larger than the distance from the reinforcing steel bar cylinder (12) to the axis of the supporting shaft (11).
9. The reinforcing cage shaping mold for civil engineering as claimed in claim 8, wherein: the support rod (31) is rotatably connected with the support shaft (11).
10. The reinforcement cage shaping mold for civil engineering as claimed in any one of claims 1 to 9, wherein: the plate body (1) is in a hollow closed cylinder shape, and the opening end of the reinforcing steel cylinder (12) is in a trumpet shape.
CN202022909420.5U 2020-11-27 2020-11-27 Reinforcement cage forming die for civil engineering Active CN214942543U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022909420.5U CN214942543U (en) 2020-11-27 2020-11-27 Reinforcement cage forming die for civil engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022909420.5U CN214942543U (en) 2020-11-27 2020-11-27 Reinforcement cage forming die for civil engineering

Publications (1)

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CN214942543U true CN214942543U (en) 2021-11-30

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117905233A (en) * 2024-03-19 2024-04-19 福建兴夷交通科技有限公司 Mechanical connection group for highway bridge engineering pile foundation steel bars
CN117905233B (en) * 2024-03-19 2024-06-04 福建兴夷交通科技有限公司 Mechanical connection group for highway bridge engineering pile foundation steel bars

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117905233A (en) * 2024-03-19 2024-04-19 福建兴夷交通科技有限公司 Mechanical connection group for highway bridge engineering pile foundation steel bars
CN117905233B (en) * 2024-03-19 2024-06-04 福建兴夷交通科技有限公司 Mechanical connection group for highway bridge engineering pile foundation steel bars

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