CN215854852U - Ship lock steel reinforcement cage binding platform - Google Patents
Ship lock steel reinforcement cage binding platform Download PDFInfo
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- CN215854852U CN215854852U CN202120614959.XU CN202120614959U CN215854852U CN 215854852 U CN215854852 U CN 215854852U CN 202120614959 U CN202120614959 U CN 202120614959U CN 215854852 U CN215854852 U CN 215854852U
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Abstract
The utility model relates to a ship lock reinforcement cage binding platform which comprises a first upright post, a roller guide rail, a second upright post, a post-side sliding groove, an external ladder, a lifting platform and a transverse telescopic platform, wherein the first upright post is arranged on the first upright post; three parallel roller guide rails are arranged on the foundation, and a bottom supporting plate is arranged between the two opposite roller guide rails; the first stand and the oblique brace rod are arranged on the same side of the bottom supporting plate, the second stand is arranged on the other side of the bottom supporting plate, and a portal beam is arranged between the first stand and the second stand. The utility model has the beneficial effects that: the first upright post and the second upright post are connected with the roller guide rail through the movable rollers and can move along the roller guide rail, so that the difficulty of moving the platform is reduced; the difficulty of the passing of operators can be reduced; the difficulty of position control of the lifting platform is effectively reduced; the difficulty of the transverse adjustment of the sliding supporting plate is solved; the difficulty of ship lock steel reinforcement cage ligature location has been reduced.
Description
Technical Field
The utility model relates to a ship lock reinforcement cage binding platform which can effectively reduce the field construction difficulty, improve the reinforcement cage binding quality and improve the field construction efficiency, and is suitable for the construction of the ship lock reinforcement cage binding platform.
Background
Concrete member reinforcing bar preprocessing technique also appears in the water conservancy construction field more and more as the unique branch of prefabricated construction. The ship lock reinforcement cage binding platform is low in reinforcement binding construction efficiency due to the fact that the number of the reinforcements is large and the construction difficulty is large.
In the prior art, there is a reinforcing steel bar binding platform device and an operation method thereof, which is characterized by comprising: longitudinal frame, horizontal frame, supporting platform, T shape stopper, shelves pole and locating pin. The longitudinal frame and the transverse frame are connected to form a closed frame, the upper part of the closed frame is provided with a U-shaped groove with fixed intervals for placing reinforcing steel bars, the intervals of the reinforcing steel bars are controlled by T-shaped plugs in the U-shaped groove, and the T-shaped plugs and the reinforcing steel bars are prevented from sliding out of the platform by using stop rods; the supporting platform is arranged below the closed frame, a groove is formed in the upper portion of the supporting platform, the supporting platform can be inserted into the longitudinal frame to slide freely, and the gear and the positioning pin of the supporting platform can be used by the whole device to rotate to a certain angle for positioning, so that workers can conveniently work and are supported by the two supporting legs. The construction method has the advantages of improving the working conditions of steel bar binding workers, conveniently controlling the distance of steel bars and simplifying the steel bar binding process, but has improvement points in the aspects of improving the guiding and positioning precision of the construction device, reducing the difficulty of binding and positioning of a steel bar cage, reducing the operation difficulty of constructors and the like.
In view of this, in order to effectively reduce the difficulty of field construction for binding the ship lock reinforcement cage, improve the construction quality, and protect the surrounding environment, the ship lock reinforcement cage binding platform provided by the utility model has the advantages of improving the construction efficiency and the construction quality, and reducing the difficulty of guiding and controlling the lifting platform.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects in the prior art, and provides a ship lock reinforcement cage binding platform which can reduce the passing difficulty of operators, improve the construction quality and reduce the guiding control difficulty of a lifting platform.
The ship lock reinforcement cage binding platform comprises a first upright post, a roller guide rail, a second upright post, a post-side sliding groove, an external ladder, a lifting platform and a transverse telescopic platform; three parallel roller guide rails are arranged on the foundation, and a bottom supporting plate is arranged between the two opposite roller guide rails; the first upright post and the oblique brace rod are arranged on the same side of the bottom supporting plate, the second upright post is arranged on the other side of the bottom supporting plate, and a portal cross beam is arranged between the first upright post and the second upright post; a column side sliding groove is arranged between the adjacent first upright columns; an inclined support rod and a support rod bottom plate are arranged on the side, away from the second stand column, of the first stand column, the top end of the inclined support rod is hinged with the first stand column through the column side end, and the bottom end of the inclined support rod is welded with the support rod bottom plate; the support rod bottom plate is connected with the roller guide rail through a movable roller; an external ladder stand is arranged on the outer side of the second upright post, a ladder stand platform is arranged in the middle of the external ladder stand, and an upper guardrail is arranged on the upper part of the portal frame beam; two rows of fixed guide pipes which are opposite in mirror image are arranged on the lower surface of the portal frame beam, and a telescopic guide pipe is inserted into the fixed guide pipes; the bottom end of the telescopic guide pipe is welded with a lifting platform, the lifting platform is provided with a platform position control machine, the platform position control machine is connected with a lifting rope, and the height of the platform position control machine is controlled by the lifting rope; a counter-force supporting plate is arranged on the side wall of the first upright column, and a lifting control body and a supporting beam connecting groove are sequentially arranged on the counter-force supporting plate; the transverse telescopic platform comprises a fixed support beam, a telescopic support beam, a fixed supporting plate and a sliding supporting plate, the fixed support beam is welded with the fixed supporting plate, the telescopic support beam is welded with the sliding supporting plate, and the sliding supporting plate is positioned at the upper part of the fixed supporting plate; a telescopic control body is arranged between the fixed supporting beam and the telescopic supporting beam, and the transverse position of the telescopic supporting beam is controlled by the telescopic control body; a connecting vertical plate is arranged on the upper surface of the fixed support beam, and a first control body and a sliding tire plate are sequentially arranged on the connecting vertical plate facing to the side of the second upright post; a second control body and a fixed bed-jig are sequentially arranged on the second upright column facing the first upright column, and vertical rib limiting plates and transverse rib limiting plates are arranged on the fixed bed-jig and the sliding bed-jig; the bottom supporting plate is provided with a bottom bed-jig, and the bottom bed-jig is provided with a vertical rib limiting groove.
Preferably, the method comprises the following steps: the ship lock reinforcement cage includes that the reinforcement cage erects muscle and reinforcement cage horizontal muscle, and the reinforcement cage erects the muscle and is connected with the reinforcement cage horizontal muscle ligature that meets.
Preferably, the method comprises the following steps: the roller guide rail is formed by rolling a steel plate, and the upper surface of the roller guide rail is provided with a channel connected with the movable roller; the bottom supporting plate is made of reinforced concrete materials or formed by rolling steel plates and is parallel to the roller guide rails on the two sides.
Preferably, the method comprises the following steps: the fixed guide pipe and the telescopic guide pipe are both formed by rolling steel pipes, and the inner side wall of the fixed guide pipe and the outer side wall of the telescopic guide pipe are respectively provided with a position control stop; the lifting platform is formed by rolling a steel plate, and the upper surface of the lifting platform is connected with the bottom end of the telescopic guide pipe in a welding mode and is connected with the lifting rope in a binding mode.
Preferably, the method comprises the following steps: the fixed supporting beam and the telescopic supporting beam are both formed by rolling steel plates, a supporting beam sliding groove with an inverted T-shaped cross section is arranged on the fixed supporting beam, the telescopic supporting beam is arranged in the supporting beam sliding groove, and the fixed supporting beam is connected with the column side sliding groove through a supporting beam connecting plate; the cross section of the telescopic supporting beam is in an inverted T shape, the upper surface of the telescopic supporting beam is welded with the sliding supporting plate, and the side surface of the telescopic supporting beam is connected with external rolling and pulling equipment through a position control inhaul cable; the telescopic control body adopts a hydraulic jack; the supporting beam connecting groove is formed by rolling a steel plate, has a U-shaped or L-shaped cross section and is welded with the lifting position control body; fixed fagging all adopts the steel sheet rolling to form with the fagging that slides, and the fagging periphery that slides sets up the platform guardrail.
Preferably, the method comprises the following steps: the vertical rib limiting plate and the bottom bed plate are both formed by rolling steel plates, and vertical rib limiting grooves are formed in the vertical rib limiting plate and the bottom bed plate; the transverse rib limiting plate is formed by rolling a steel plate, and a transverse rib limiting groove is formed in the transverse rib limiting plate; the first control body and the second control body are both hydraulic jacks; the transverse rib limiting groove and the vertical rib limiting groove are matched with the limiting reinforcing cage transverse rib and the reinforcing cage vertical rib respectively, and the sizes of the transverse rib limiting groove and the vertical rib limiting groove are 2-5mm larger than the outer diameters of the reinforcing cage transverse rib and the reinforcing cage vertical rib respectively.
The utility model has the beneficial effects that:
(1) the first upright post and the second upright post are connected with the roller guide rail through the movable rollers and can move along the roller guide rail, so that the difficulty of moving the platform is reduced; meanwhile, the external ladder stand is arranged on the outer side of the second stand column, and the upper guardrail is arranged on the upper portion of the portal frame beam, so that the passing difficulty of operators can be reduced.
(2) According to the utility model, two rows of fixed guide pipes which are opposite in mirror image are arranged on the lower surface of the portal cross beam, the telescopic guide pipes are inserted into the fixed guide pipes, the height of the lifting platform is controlled by the lifting rope, and the difficulty in controlling the position of the lifting platform can be effectively reduced.
(3) The height of the fixed supporting beam can be controlled by the lifting control body, the transverse position of the telescopic supporting beam is controlled by the telescopic control body, and the fixed supporting beam and the telescopic supporting beam are respectively welded with the fixed supporting plate and the sliding supporting plate, so that the difficulty in transversely adjusting the sliding supporting plate is solved.
(4) According to the utility model, the connecting vertical plate is provided with the first control body and the sliding bed-jig, the second vertical column is provided with the second control body and the fixed bed-jig, the position of the ship lock reinforcement cage is limited by the vertical rib limiting plate and the transverse rib limiting plate, and the difficulty in binding and positioning the ship lock reinforcement cage is reduced.
Drawings
FIG. 1 is a schematic structural view of a ship lock reinforcement cage binding platform of the utility model;
FIG. 2 is a schematic cross-sectional view of the arrangement structure of the fixed stay beam and the telescopic stay beam of FIG. 1;
FIG. 3 is a schematic diagram of the layout structure of the horizontal rib limiting plate and the vertical rib limiting plate in FIG. 1;
FIG. 4 is a schematic view of the floor tire plate structure of FIG. 1.
Description of reference numerals: 1-foundation; 2-lock reinforcement cage; 3-bottom bracing plate; 4-roller guide rails; 5-platform guardrail; 6-a first upright post; 7-a second upright; 8-gantry beam; 9-vertical reinforcement of the reinforcement cage; 10-diagonal brace rods; 11-column side chute; 12-a strut bottom plate; 13-hinging the side end of the column; 14-moving the roller; 15-external ladder stand; 16-ladder climbing platforms; 17-upper guard rail; 18-a lifting platform; 19-a fixed catheter; 20-a telescopic catheter; 21-a platform control computer; 22-lifting a rope; 23-a transverse telescopic platform; 24-a reaction supporting plate; 25-lifting control body; 26-brace beam connecting grooves; 27-fixing a supporting beam; 28-telescopic supporting beam; 29-fixing the supporting plate; 30-a sliding supporting plate; 31-a telescoping control body; 32-connecting a vertical plate; 33-a first control body; 34-sliding tire plates; 35-a second control body; 36-fixing the bed plate; 37-vertical rib limit plate; 38-transverse rib limiting plate; 39-bottom bed plate; 40-vertical rib limiting grooves; 41-transverse rib limit groove; 42-transverse reinforcement of a reinforcement cage; 43-position control stop; 44-beam chute; 45-bracing beam connecting plate; 46-position control pull rope.
Detailed Description
The present invention will be further described with reference to the following examples. The following examples are set forth merely to aid in the understanding of the utility model. It should be noted that, for those skilled in the art, it is possible to make various improvements and modifications to the present invention without departing from the principle of the present invention, and those improvements and modifications also fall within the scope of the claims of the present invention.
Fig. 1 is a schematic structural view of a ship lock reinforcement cage binding platform of the utility model, fig. 2 is a schematic cross-sectional view of a layout structure of a fixed bracing beam and a telescopic bracing beam in fig. 1, fig. 3 is a schematic layout structure of a transverse rib limiting plate and a vertical rib limiting plate in fig. 1, and fig. 4 is a schematic structural view of a bottom plate template in fig. 1. Referring to fig. 1 to 4, in the ship lock reinforcement cage binding platform, a first upright post 6 and a second upright post 7 are connected with a roller guide rail 4 through a movable roller 14, and an external ladder stand 15 is arranged on the outer side of the second upright post 7; two rows of mirror-image opposite fixed guide pipes 19 and telescopic guide pipes 20 are arranged on the lower surface of the portal beam 8, and the height of the lifting platform 18 is controlled by a lifting rope 22; the height of the fixed supporting beam 27 is controlled by the lifting control body 25, and the transverse position of the telescopic supporting beam 28 is controlled by the telescopic control body 31, so that the fixed supporting beam 27 and the telescopic supporting beam 28 are respectively connected with the fixed supporting plate 29 and the sliding supporting plate 30; a first control body 33 and a sliding clamping bar 34 are arranged on the connecting vertical plate 32, a second control body 35 and a fixed clamping bar 36 are arranged on the second upright post 7, and the position of the ship lock reinforcement cage 2 is limited through a vertical rib limiting plate 37 and a transverse rib limiting plate 38.
The foundation 1 is made of reinforced concrete material with the strength grade of C35.
The ship lock reinforcement cage 2 comprises a reinforcement cage vertical rib 9 and a reinforcement cage transverse rib 42, and the reinforcement cage vertical rib 9 is bound and connected with the reinforcement cage transverse rib 42 which is connected with the reinforcement cage vertical rib 9. Wherein, the vertical muscle of indulging of reinforcing bar cage perpendicular muscle 9 adopts the diameter to be 25 mm's twisted steel, and the horizontal muscle 42 of reinforcing bar cage adopts the diameter to be 10 mm's twisted steel.
The bottom supporting plate 3 is made of reinforced concrete material with the strength grade of C30, has the height of 15cm and is parallel to the roller guide rails 4 on the two sides.
The roller guide rail 4 is formed by rolling a steel plate with the thickness of 10mm, the upper surface of the roller guide rail is provided with a channel connected with the movable roller 14, and the width of the channel is 6 cm; the moving roller 14 is a one-way roller having a diameter of 10 cm.
The first upright post 6 and the second upright post 7 both adopt an H shape with the specification of 250 multiplied by 9 multiplied by 14.
The gantry beam 8 is made of H-shaped steel with the specification of 150 multiplied by 7 multiplied by 10.
The diagonal brace 10 is made of a steel pipe with a diameter of 100 mm.
The column side sliding groove 11 is formed by rolling a steel plate with the thickness of 2mm and is connected with the first upright post 6 in a welding mode.
The brace bottom plate 12 is formed by rolling a steel plate with the thickness of 10 mm.
The column side end hinge 13 adopts a spherical hinge with the diameter of 30 mm.
The external ladder stand 15 adopts a steel ladder stand; the ladder climbing platform 16 is formed by rolling a steel plate with the thickness of 2 mm; the upper guardrail 17 is formed by rolling a steel pipe with the diameter of 60 mm.
The lifting platform 18 is formed by rolling a steel plate with the thickness of 2mm, the upper surface of the lifting platform is connected with the bottom end of the telescopic guide pipe 20 in a welding mode and is connected with a lifting rope 22 in a binding mode, and the lifting rope 22 is a steel wire rope with the diameter of 20 mm.
The fixed guide pipe 19 and the telescopic guide pipe 20 are made of steel pipes with the diameters of 150mm and 100mm respectively, the inner side wall of the fixed guide pipe 19 and the outer side wall of the telescopic guide pipe 20 are both provided with position control retaining heads 43, and the position control retaining heads 43 are formed by cutting steel plates with the thickness of 10 mm.
The platform control machine 21 adopts a steel wire rope winding and pulling machine.
The transverse telescopic platform 23 is formed by rolling a steel plate with the thickness of 10 mm.
The counter-force supporting plate 24 is formed by rolling a steel plate with the thickness of 10mm and is connected with the side wall of the first upright post 6 in a welding mode.
The supporting beam connecting groove 26 is formed by rolling a steel plate with the thickness of 10mm, the cross section of the supporting beam connecting groove is U-shaped, the height of the supporting beam connecting groove is 10cm, the supporting beam connecting groove is connected with the lifting control body 25 in a welding mode, and the lifting control body 25 is a 20-ton hydraulic jack.
The fixed supporting beam 27 and the telescopic supporting beam 28 are both formed by rolling steel plates with the thickness of 10mm, the width of the fixed supporting beam 27 is 20cm, the height of the fixed supporting beam is 10cm, and a supporting beam sliding groove 44 with the cross section in an inverted T shape is arranged on the fixed supporting beam 27, so that the fixed supporting beam 27 is connected with the column side sliding groove 11 through a supporting beam connecting plate 45. Wherein, the supporting beam connecting plate 45 is formed by rolling a steel plate with the thickness of 10 mm; the width of the supporting beam sliding groove 44 is 15cm, and the height thereof is 8 cm.
The cross section of the telescopic supporting beam 28 is in an inverted T shape, the upper surface of the telescopic supporting beam is connected with the sliding supporting plate 30 in a welding mode, the side surface of the telescopic supporting beam is connected with external rolling and pulling equipment through a position control inhaul cable 46, and the position control inhaul cable 46 is a steel wire rope with the diameter of 30 mm.
Fixed fagging 29 and the fagging 30 that slides all adopt thickness to be 2 mm's steel sheet rolling to form, and the periphery sets up platform guardrail 5, and platform guardrail 5 adopts the welding of diameter 60mm steel pipe material to form, highly is 1.1 m.
The telescopic control body 31 is a 20-ton hydraulic jack.
The connecting vertical plate 32 is formed by rolling a steel plate with the thickness of 2 mm.
The first control body 33 and the second control body 35 both use 10-ton hydraulic jacks.
The sliding tire plate 34 and the fixed tire plate 36 are both formed by rolling steel plates with the thickness of 2mm, and the width of the steel plates is 30 cm.
The vertical rib limiting plate 37 and the bottom bed plate 39 are both formed by rolling steel plates with the thickness of 10mm, the height of the vertical rib limiting plate is 5cm, and vertical rib limiting grooves 40 are formed in the vertical rib limiting plate 37 and the bottom bed plate 39; the cross section of the vertical rib limiting groove 40 is arc-shaped, the radius is 28mm, and the height is 10 mm.
The transverse rib limiting plate 38 is formed by rolling a steel plate with the thickness of 10mm, and a transverse rib limiting groove 41 is formed in the transverse rib limiting plate 38; the cross section of the transverse rib limiting groove 41 is arc-shaped, the radius is 10mm, and the height is 4 mm.
The sizes of the transverse rib limiting groove 41 and the vertical rib limiting groove 40 are the same as the outer diameters of the transverse rib 42 of the reinforcement cage and the vertical rib 9 of the reinforcement cage.
Claims (6)
1. Ship lock steel reinforcement cage ligature platform, its characterized in that: comprises a first upright post (6), a roller guide rail (4), a second upright post (7), a post side chute (11), an external ladder (15), a lifting platform (18) and a transverse telescopic platform (23); three parallel roller guide rails (4) are arranged on the foundation (1), and a bottom supporting plate (3) is arranged between the two opposite roller guide rails (4); the first upright post (6) and the oblique brace rod (10) are arranged at the same side of the bottom supporting plate (3), the second upright post (7) is arranged at the other side of the bottom supporting plate (3), and a portal beam (8) is arranged between the first upright post (6) and the second upright post (7); a column side chute (11) is arranged between the adjacent first upright columns (6); an inclined support rod (10) and a support rod bottom plate (12) are arranged on the side, away from the second upright column (7), of the first upright column (6), the top end of the inclined support rod (10) is connected with the first upright column (6) through a column side end hinge (13), and the bottom end of the inclined support rod (10) is connected with the support rod bottom plate (12) in a welding mode; the support rod bottom plate (12) is connected with the roller guide rail (4) through a movable roller (14); an external ladder (15) is arranged on the outer side of the second upright post (7), a ladder platform (16) is arranged in the middle of the external ladder (15), and an upper guardrail (17) is arranged on the upper part of the portal frame beam (8); two rows of fixed guide pipes (19) which are opposite in mirror image are arranged on the lower surface of the portal frame beam (8), and a telescopic guide pipe (20) is inserted in the fixed guide pipes (19); the bottom end of the telescopic guide pipe (20) is welded with a lifting platform (18), the lifting platform (18) is provided with a platform position control machine (21), the platform position control machine (21) is connected with a lifting rope (22), and the height of the platform position control machine (21) is controlled by the lifting rope (22); a reaction supporting plate (24) is arranged on the side wall of the first upright post (6), and a lifting control body (25) and a supporting beam connecting groove (26) are sequentially arranged on the reaction supporting plate (24); the transverse telescopic platform (23) comprises a fixed support beam (27), a telescopic support beam (28), a fixed support plate (29) and a sliding support plate (30), the fixed support beam (27) is connected with the fixed support plate (29) in a welding mode, the telescopic support beam (28) is connected with the sliding support plate (30) in a welding mode, and the sliding support plate (30) is located on the upper portion of the fixed support plate (29); a telescopic control body (31) is arranged between the fixed supporting beam (27) and the telescopic supporting beam (28), and the transverse position of the telescopic supporting beam (28) is controlled by the telescopic control body (31); a connecting vertical plate (32) is arranged on the upper surface of the fixed supporting beam (27), and a first control body (33) and a sliding tire plate (34) are sequentially arranged on the connecting vertical plate (32) facing the side of the second upright post (7); a second control body (35) and a fixed tire plate (36) are sequentially arranged on the side, facing the first upright post (6), of the second upright post (7), and a vertical rib limiting plate (37) and a horizontal rib limiting plate (38) are respectively arranged on the fixed tire plate (36) and the sliding tire plate (34); a bottom bed-jig plate (39) is arranged on the bottom supporting plate (3), and a vertical rib limiting groove (40) is arranged on the bottom bed-jig plate (39).
2. The ship lock reinforcement cage binding platform of claim 1, wherein: ship lock steel reinforcement cage (2) include that the steel reinforcement cage erects muscle (9) and horizontal muscle (42) of steel reinforcement cage, and the steel reinforcement cage erects muscle (9) and the horizontal muscle (42) ligature connection of steel reinforcement cage that meets.
3. The ship lock reinforcement cage binding platform of claim 1, wherein: the roller guide rail (4) is formed by rolling a steel plate, and the upper surface of the roller guide rail is provided with a channel connected with the movable roller (14); the bottom supporting plate (3) is made of reinforced concrete materials or formed by rolling steel plates and is parallel to the roller guide rails (4) on the two sides.
4. The ship lock reinforcement cage binding platform of claim 1, wherein: the fixed guide pipe (19) and the telescopic guide pipe (20) are formed by rolling steel pipes, and position control stoppers (43) are respectively arranged on the inner side wall of the fixed guide pipe (19) and the outer side wall of the telescopic guide pipe (20); the lifting platform (18) is formed by rolling a steel plate, and the upper surface of the lifting platform is connected with the bottom end of the telescopic guide pipe (20) in a welding mode and is connected with a lifting rope (22) in a binding mode.
5. The ship lock reinforcement cage binding platform of claim 1, wherein: the fixed supporting beam (27) and the telescopic supporting beam (28) are both formed by rolling steel plates, a supporting beam sliding groove (44) with an inverted T-shaped cross section is arranged on the fixed supporting beam (27), the telescopic supporting beam (28) is arranged in the supporting beam sliding groove (44), and the fixed supporting beam (27) is connected with the column side sliding groove (11) through a supporting beam connecting plate (45); the cross section of the telescopic supporting beam (28) is in an inverted T shape, the upper surface of the telescopic supporting beam is welded with the sliding supporting plate (30), and the side surface of the telescopic supporting beam is connected with external rolling and pulling equipment through a position control inhaul cable (46); the telescopic control body (31) adopts a hydraulic jack; the supporting beam connecting groove (26) is formed by rolling a steel plate, has a U-shaped or L-shaped cross section and is welded and connected with the lifting control body (25); fixed fagging (29) all adopt the steel sheet rolling to form with fagging (30) that slide, fagging (30) periphery sets up platform guardrail (5).
6. The ship lock reinforcement cage binding platform of claim 1, wherein: the vertical rib limiting plate (37) and the bottom bed plate (39) are both formed by rolling steel plates, and vertical rib limiting grooves (40) are arranged on the vertical rib limiting plate (37) and the bottom bed plate (39); the transverse rib limiting plate (38) is formed by rolling a steel plate, and a transverse rib limiting groove (41) is formed in the transverse rib limiting plate (38); the first control body (33) and the second control body (35) both adopt hydraulic jacks; the transverse rib limiting groove (41) and the vertical rib limiting groove (40) are respectively matched with the limiting transverse rib (42) of the reinforcement cage and the vertical rib (9) of the reinforcement cage, and the sizes of the transverse rib limiting groove (41) and the vertical rib limiting groove (40) are respectively 2-5mm larger than the outer diameters of the transverse rib (42) of the reinforcement cage and the vertical rib (9) of the reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120614959.XU CN215854852U (en) | 2021-03-25 | 2021-03-25 | Ship lock steel reinforcement cage binding platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120614959.XU CN215854852U (en) | 2021-03-25 | 2021-03-25 | Ship lock steel reinforcement cage binding platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215854852U true CN215854852U (en) | 2022-02-18 |
Family
ID=80318256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120614959.XU Active CN215854852U (en) | 2021-03-25 | 2021-03-25 | Ship lock steel reinforcement cage binding platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215854852U (en) |
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2021
- 2021-03-25 CN CN202120614959.XU patent/CN215854852U/en active Active
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