CN222569140U - Rectangular pier stud reinforcement cage binding jig frame - Google Patents
Rectangular pier stud reinforcement cage binding jig frame Download PDFInfo
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- CN222569140U CN222569140U CN202423146024.6U CN202423146024U CN222569140U CN 222569140 U CN222569140 U CN 222569140U CN 202423146024 U CN202423146024 U CN 202423146024U CN 222569140 U CN222569140 U CN 222569140U
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Abstract
本实用新型公开了一种矩形墩柱钢筋笼绑扎胎架，包括底架，底架的上部设置有若干个能够调节间距的立柱排架，每个立柱排架内侧安装有能够根据钢筋笼尺寸调节的钢筋定位齿板，多个立柱排架的外侧悬挂支撑有操作平台，底架前端上部设置有能够保持墩柱钢筋齐平的斜撑排架，本实用根据不同规格尺寸墩柱钢筋笼对的绑扎胎架进行精准调节，制作出的墩柱钢筋笼主筋间距、箍筋间距标准，钢筋笼横平竖直，相比传统制作产品更标准、更规范、整体效果好，而且加工出的钢筋笼精度高，绑扎成型钢筋笼骨架，运输到现场整体吊装，实现了钢筋加工规格统一、尺寸精确、质量提升、施工速度明显加快、机械利用率高、同时节约材料的目的。
The utility model discloses a rectangular pier column steel bar cage binding tyre frame, comprising a base frame, a plurality of column racks with adjustable spacing are arranged on the upper part of the base frame, a steel bar positioning tooth plate which can be adjusted according to the size of the steel bar cage is installed on the inner side of each column rack, an operating platform is suspended and supported on the outer sides of the plurality of column racks, and an inclined support rack which can keep the pier column steel bars flush is arranged on the upper front end of the base frame. The utility model can accurately adjust the binding tyre frame according to the pier column steel bar cages of different specifications and sizes, and the main reinforcement spacing and stirrup spacing of the manufactured pier column steel bar cage are standard, and the steel bar cage is horizontal and vertical, which is more standardized and more regulated than the traditional products, and the overall effect is good, and the processed steel bar cage has high precision, and the steel bar cage skeleton is bound and formed and transported to the site for overall hoisting, so as to achieve the purposes of unified steel bar processing specifications, accurate size, improved quality, significantly accelerated construction speed, high machinery utilization rate and simultaneous material saving.
Description
Technical Field
The utility model relates to the field of reinforcement cage binding, in particular to a rectangular pier stud reinforcement cage binding jig frame.
Background
In recent urban expressways and airport expressway viaducts, the lower structures of the viaducts mostly adopt the structural forms of vase piers, pi piers and the like, the column body is divided into large-section rectangular piers, the side length of the column body is 1.6-2.2m, even larger section size is adopted, when rectangular pier column steel bars are constructed, due to the fact that the section size of the pier column is larger, the main bars of the embedded parts of a bearing platform are often adopted, after the construction of the bearing platform is finished, a scaffold is erected to connect the main bars and to bind the stirrups on site to form a pier column steel bar keel frame, the traditional process of site loose binding is longer in construction time, more mechanical equipment and personnel are input, complex procedures are not available, the standardization degree is low, the index qualification rate fluctuation is large, and a rectangular pier column steel bar cage binding jig is studied to solve the problems.
Disclosure of utility model
In order to solve the problems, the utility model provides a rectangular pier stud reinforcement cage binding jig.
The utility model is realized by the following technical scheme:
The utility model provides a rectangle pier stud steel reinforcement cage ligature bed-jig, includes the chassis, and the upper portion of chassis is provided with a plurality of stand bent frame that can adjust the interval, and the reinforcing bar locating toothed plate that can adjust according to the steel reinforcement cage size is installed to every stand bent frame inboard, and the outside suspension support of a plurality of stand bent frames has operation platform, and chassis front end upper portion is provided with the bracing bent frame that can keep pier stud reinforcing bar to flush.
Further alternatively, the upright column bent comprises a cross beam at the bottom and upright columns connected with two sides of the upper portion, connecting clamping blocks connected with the bottom frame in a clamping mode are connected with two sides of the bottom of the cross beam, and locking screws used for being fixed with the cross beam are arranged on the outer sides of the connecting clamping blocks.
Further alternatively, the bottom of the upright post is provided with a connecting bottom plate, the connecting bottom plate is adjusted and fixed through a plurality of adjusting bolt holes formed in the connecting bolt and the cross beam, and a plurality of reserved bolt holes used for being connected with the steel bar positioning toothed plate are formed in two sides of the upright post.
Further alternatively, the steel bar positioning toothed plate comprises two upper and lower transverse hanging pieces and left and right longitudinal hanging pieces, a plurality of hanging plates are arranged on the inner sides of the longitudinal hanging pieces, and a plurality of clamping grooves for supporting and placing pier stud steel bars are formed in the hanging plates and the transverse hanging pieces.
Further alternatively, the left side, the right side and the upper end and the lower end of the longitudinal hanging piece are respectively provided with a strip-shaped hole, and the strip-shaped holes are fixedly connected with the reserved bolt holes on the corresponding upright posts through fixing bolts.
Further alternatively, two water draining groove hanging pieces protruding upwards are arranged in the center of the transverse hanging piece at the lower part, and a plurality of supporting grooves are formed in the upper part and the outer side of each water draining groove hanging piece.
Further alternatively, the operation platform comprises a plurality of brackets, the side part of each bracket is connected and fixed with the reserved bolt hole on the outer side of the corresponding upright post through a bolt, a bracket is arranged on each bracket, a platform is placed on each bracket, and a guardrail is installed on the outer side of each platform.
Further alternatively, the diagonal bracing bent frame comprises two cross beams, wherein two sides of the upper part of one cross beam on the inner side are connected with upright posts, a baffle is connected between the two upright posts, and the upper parts of the two sides of the other cross beam are hinged with the corresponding upright posts through adjusting diagonal bracing.
Further alternatively, the lower parts of the two cross beams of the diagonal bracing frame are connected with the underframe in a clamping manner through a connecting clamping block, and locking screws are arranged on the outer sides of the connecting clamping blocks.
Further alternatively, the adjusting diagonal brace is arranged by a bolt with a adjustable length, and screws at two ends of the bolt are respectively hinged with the corresponding cross beam and the upright post.
Compared with the prior art, the utility model has the beneficial effects that the binding jig frame of the pier stud reinforcement cage pair is accurately adjusted according to the pier stud reinforcement cages with different specifications and sizes, the manufactured pier stud reinforcement cage has standard main reinforcement spacing and stirrup spacing, the reinforcement cage is horizontal and vertical, compared with the traditional manufactured products, the manufactured pier stud reinforcement cage has more standard and more standard, the whole effect is good, the processed reinforcement cage has high precision, the binding molded reinforcement cage framework is transported to the site for integral hoisting, and the purposes of uniform reinforcement processing specification, accurate size, improved quality, obviously accelerated construction speed, high mechanical utilization rate and material saving are realized.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic enlarged view of a part of the structure labeled A in FIG. 1;
FIG. 3 is a schematic view of another view of the present invention;
FIG. 4 is a schematic view of the installation of the present utility drain pan hanger;
Fig. 5 is a schematic diagram of the practical placement of pier stud rebar;
In the figure, a bottom frame 1, a cross beam 2, a connecting clamping block 3, a stand column 4, a connecting bottom plate 5, a connecting bolt 6, an adjusting bolt hole 7, a reserved bolt hole 8, a longitudinal hanging piece 9, a strip-shaped hole 10, a fixing bolt 11, a hanging plate 12, a transverse hanging piece 13, a drainage groove hanging piece 131, a supporting groove 132, a clamping groove 14, a bracket 15, a platform 16, a guardrail 17, a baffle 18, an adjusting inclined strut 19 and pier stud steel bars 20.
Detailed Description
The utility model is described in further detail below with reference to the attached drawings and detailed description:
As shown in fig. 1, the rectangular pier column reinforcement cage binding jig comprises a bottom frame 1, wherein the bottom frame 1 is formed by processing hot rolled H-shaped steel to be 8.26 m long and 3.0 m wide, HW 250X 250H-shaped steel is selected during manufacturing, the bottom frame is welded by adopting three-longitudinal-five-transverse H-shaped steel, the bottom frame 1 is installed on site, accurately measured by a level gauge and supported and cushioned, the bottom frame is fixed on a reinforced concrete terrace of a reinforced concrete shed by foundation bolts, a plurality of upright column bent frames with adjustable intervals are arranged on the upper portion of the bottom frame 1, reinforcing steel positioning toothed plates capable of being adjusted according to the size of the reinforced concrete cage are arranged on the inner side of each upright column bent frame, an operation platform is hung and supported on the outer sides of the plurality of upright column bent frames, and inclined supporting bent frames capable of keeping pier column reinforcing steel 20 flush are arranged on the upper portion of the front end of the bottom frame 1.
As shown in figures 1 and 2, the upright column bent comprises a beam 2 at the bottom and upright columns 4 connected with the two sides of the upper part, wherein the beam 2 is processed by HW250×250H-shaped steel, the beam 2 is 4.0 m long, the upright columns are also processed by hot-rolled H-shaped steel, in order to ensure that the bent has enough bearing capacity, the HW175×175H-shaped steel is selected during manufacturing, the height of the upright columns is 3.0 m, the two sides of the bottom of the beam 2 are connected with connecting clamping blocks 3 clamped with a bottom frame 1, the inner sides of the connecting clamping blocks 3 are provided with sliding grooves clamped with the upper part of the H-shaped steel, the outer sides of the connecting clamping blocks 3 are provided with locking screws used for being fixed with the beam 2, and the position of the beam 2 on the bottom frame 1 can be adjusted by unscrewing the locking screws.
As shown in fig. 2, the bottom of the upright post 4 is provided with a connecting bottom plate 5, the connecting bottom plate 5 is adjusted and fixed through a plurality of adjusting bolt holes 7 formed in the connecting bolt 6 and the cross beam 2, pier stud steel bars 20 with different section sizes are used for ensuring a jig frame, the adjusting bolt holes 7 are respectively formed in the tops of two ends of the cross beam 2 according to pier studs with different specifications, the bolt hole spacing is 10cm, the spacing can be properly adjusted according to the size and the weight of the pier stud steel bars to be processed, a plurality of reserved bolt holes 8 used for being connected with a steel bar positioning toothed plate are formed in two sides of the upright post 4, the reserved bolt holes 8 are symmetrically formed in side steel flanges of the H-shaped upright post 4, and the bolt hole spacing is 10cm.
As shown in fig. 1 and 2, the steel bar positioning toothed plate comprises two upper and lower transverse hanging pieces 13 and left and right longitudinal hanging pieces 9, the steel bar positioning toothed plate is manufactured in a matched mode with pier column steel bars 20, the pier columns which are processed according to requirements are replaced and used in use, a plurality of hanging plates 12 are arranged on the inner sides of the longitudinal hanging pieces 9, and a plurality of clamping grooves 14 for supporting and placing the pier column steel bars 20 are formed in the hanging plates 12 and the transverse hanging pieces 13.
As shown in fig. 2, the left and right sides of the transverse hanging piece 13 and the upper and lower ends of the longitudinal hanging piece 9 are respectively provided with a strip-shaped hole 10, the strip-shaped holes 10 on the transverse hanging piece 13 can be connected to the upright posts 4 with different intervals, the strip-shaped holes 10 of the longitudinal hanging piece 9 can finely adjust the lateral dimension of the pier stud reinforcing steel bars 20, and the strip-shaped holes 10 are fixedly connected with the reserved bolt holes 8 on the corresponding upright posts 4 through fixing bolts 11.
As shown in fig. 4, two water draining groove hanging pieces 131 protruding upwards are arranged in the center of the transverse hanging piece 13 at the lower part, a plurality of supporting grooves 132 are formed in the upper part and the outer side of each water draining groove hanging piece 131, two independent hanging pieces are required to be symmetrically manufactured by the water draining groove hanging pieces 131 due to the position influence of reinforcing steel bars, and a space of 6cm is reserved between the two parts so as to facilitate detachment.
As shown in FIG. 3, the operation platform comprises a plurality of brackets 15, the side part of each bracket 15 is fixedly connected with the reserved bolt hole 8 on the outer side of the corresponding upright post 4 through bolts, a bracket is arranged on each bracket 15, a platform 16 is placed on each bracket, a guardrail 17 is arranged on the outer side of each platform 16, the width of each platform 16 is 80cm, the operation platform is made of embossed steel plates with the thickness of 5mm, the height of each guardrail 17 is 120cm, phi 32 steel pipes are used for manufacturing, two rows of transverse rods are arranged, the distance between the transverse rods is 50cm, the distance between the upright posts of the guardrail is 1.0m, the brackets 15 are formed by processing 16mm thick steel plates and form a cantilever structure after being connected with the upright posts 4 of the upright post, and therefore, the operation platform can be adjusted and installed along with the adjustment of the distance between the upright posts.
As shown in fig. 3, the diagonal bracing frame comprises two cross beams 2, wherein two sides of the upper part of one cross beam 2 on the inner side are connected with upright posts 4, a baffle 18 is connected between the two upright posts 4, and the upper parts of the two sides of the other cross beam 2 are hinged with the corresponding upright posts 4 through adjusting diagonal braces 19.
As shown in fig. 2, the lower parts of the two cross beams 2 of the diagonal bracing frame are connected with the underframe 1 in a clamping way through a connecting clamping block 3, and locking screws are arranged on the outer sides of the connecting clamping blocks 3.
As shown in fig. 4, the adjusting diagonal brace 19 is provided with a bolt with adjustable length, and screws at two ends of the bolt are respectively hinged with the corresponding cross beam 2 and the corresponding upright post 4, and the verticality of the upright posts 4 at two sides of the baffle 18 is adjusted by rotating the bolt, so that the verticality of the baffle 18 is ensured.
The implementation principle of the rectangular pier stud reinforcement cage binding jig provided by the embodiment of the application is as follows:
When the adjusting device is used, firstly, the upright column bent frame is adjusted according to the size of the pier column reinforcement cage, when the adjusting device is adjusted, the distance between two corresponding upright columns 4 is firstly adjusted, the distance between the longitudinal hanging pieces 9 connected with the upright columns 4 is adjusted, the length adjustment of the pier column reinforcement cage is realized, after the adjustment is finished, the longitudinal hanging pieces 9 are adjusted, the width adjustment of the pier column reinforcement cage is realized, after the adjustment is finished, the verticality of the baffle 18 of the diagonal bracing bent frame is adjusted, when the adjusting device is adjusted, the flower basket nuts of the diagonal bracing 19 are rotated, the screw rods at two ends can be tightened inwards by rotating clockwise, the verticality of the baffle 18 is calibrated by adjusting the length of the diagonal bracing 19, and the manufactured reinforcement cage section is ensured to be flush;
After the adjustment, the pier stud steel bars 20 are threaded into the corresponding clamping grooves 14 of the longitudinal hanging pieces 9 and the transverse hanging pieces 13 according to the shape of the Chinese character 'Hui', the ends of the pier stud steel bars are attached to the baffle plates 18 when being placed, the placement of the main steel bars of the steel bar cage is realized after the pier stud steel bars 20 are placed (as shown in figure 5), and the connected stirrups are fixed on the periphery of the pier stud steel bars 20 through binding or welding after the placement, so that the pier stud steel bar cage is manufactured;
After the manufacture, the fixing bolts 11 of the transverse hanging piece 13 at the uppermost part of the steel bar positioning toothed plate are removed, the fixing bolts 11 of the left and right longitudinal hanging pieces 9 are unscrewed (at the moment, a crane lifts the steel bar cage upwards at a certain interval to enable pier column steel bars 20 to be separated from clamping grooves 14 of the hanging pieces 9), the longitudinal hanging pieces 9 are pulled outwards along the strip-shaped holes 10, the hanging plates 12 at the inner sides of the longitudinal hanging pieces are separated from the pier column steel bars 20 of the steel bar cage, then the two independent water draining groove hanging pieces 131 of the transverse hanging piece 13 at the lower part are taken out, finally, the transverse hanging piece 13 at the upper part and the steel bar cage are lifted off together, the transverse hanging piece 13 at the upper part is taken out after the lifting off, so that the accurate adjustment and the binding are carried out according to the jig frame of the pier column steel bar cage pair with different specifications, and the prepared pier column steel bar cage main bar spacing and the stirrup spacing are standard, and the steel bar cage is horizontal and vertical, compared with the traditional manufacturing products, the traditional manufacturing products are more standard, the whole effect is good, the processed, the precision of the steel bar cage skeleton is high, and the on-shaped steel bar cage skeleton is transported to the site hoisting is unified, the whole, the lifting quality is improved, the lifting quality, the lifting, the size and the precision is improved, the precision and the mechanical utilization is high, and the purposes are remarkably saved.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (10)
1. The rectangular pier column reinforcement cage binding jig comprises a bottom frame (1) and is characterized in that a plurality of upright column bent frames capable of adjusting the distance are arranged on the upper portion of the bottom frame (1), reinforcement positioning toothed plates capable of being adjusted according to the size of the reinforcement cage are mounted on the inner sides of the upright column bent frames, an operation platform is suspended and supported on the outer sides of the upright column bent frames, and inclined strut bent frames capable of keeping pier column reinforcement bars (20) flush are arranged on the upper portion of the front end of the bottom frame (1).
2. The rectangular pier column reinforcement cage binding jig of claim 1, wherein the upright column bent comprises a cross beam (2) at the bottom and upright columns (4) connected with two sides of the upper portion, connecting clamping blocks (3) clamped with a bottom frame (1) are connected with two sides of the bottom of the cross beam (2), and locking screws used for being fixed with the cross beam (2) are arranged on the outer sides of the connecting clamping blocks (3).
3. The rectangular pier stud reinforcement cage binding jig according to claim 2, wherein a connecting bottom plate (5) is arranged at the bottom of the upright post (4), the connecting bottom plate (5) is fixedly adjusted through a plurality of adjusting bolt holes (7) formed in the connecting bolt (6) and the cross beam (2), and a plurality of reserved bolt holes (8) used for being connected with a reinforcement positioning toothed plate are formed in two sides of the upright post (4).
4. The rectangular pier column reinforcement cage binding jig according to claim 1, wherein the reinforcement positioning toothed plate comprises two upper and lower transverse hanging pieces (13) and left and right longitudinal hanging pieces (9), a plurality of hanging plates (12) are arranged on the inner sides of the longitudinal hanging pieces (9), and a plurality of clamping grooves (14) for supporting and placing pier column reinforcement bars (20) are formed in the hanging plates (12) and the transverse hanging pieces (13).
5. The rectangular pier stud reinforcement cage binding jig according to claim 4, wherein strip-shaped holes (10) are formed in the left side, the right side and the upper end and the lower end of the longitudinal hanging piece (9) of the transverse hanging piece (13), and the strip-shaped holes (10) are fixedly connected with reserved bolt holes (8) on the corresponding upright posts (4) through fixing bolts (11).
6. The rectangular pier stud reinforcement cage binding jig according to claim 5, wherein two water draining groove hanging pieces (131) protruding upwards are arranged in the center of the transverse hanging piece (13) at the lower part, and a plurality of supporting grooves (132) are formed in the upper part and the outer side of each water draining groove hanging piece (131).
7. The rectangular pier stud reinforcement cage binding jig according to claim 1, wherein the operation platform comprises a plurality of brackets (15), the side part of each bracket (15) is fixedly connected with a reserved bolt hole (8) on the outer side of the corresponding upright post (4) through a bolt, a bracket groove is formed in each bracket (15), a platform (16) is placed on each bracket groove, and a guardrail (17) is installed on the outer side of each platform (16).
8. The rectangular pier column reinforcement cage binding jig according to claim 1, wherein the diagonal bracing bent frame comprises two cross beams (2), wherein two sides of the upper part of one inner cross beam (2) are connected with upright posts (4), a baffle plate (18) is connected between the two upright posts (4), and the upper parts of the two sides of the other cross beam (2) are hinged with the corresponding upright posts (4) through adjusting diagonal braces (19).
9. The rectangular pier column reinforcement cage binding jig of claim 8, wherein the lower parts of the two cross beams (2) of the diagonal bracing bent frame are connected with the underframe (1) in a clamping manner through connecting clamping blocks (3), and locking screws are arranged on the outer sides of the connecting clamping blocks (3).
10. The rectangular pier stud reinforcement cage binding jig according to claim 8, wherein the adjusting diagonal braces (19) are arranged by using a basket bolt with adjustable length, and screws at two ends of the basket bolt are respectively hinged with the corresponding cross beam (2) and the corresponding upright post (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202423146024.6U CN222569140U (en) | 2024-12-19 | 2024-12-19 | Rectangular pier stud reinforcement cage binding jig frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202423146024.6U CN222569140U (en) | 2024-12-19 | 2024-12-19 | Rectangular pier stud reinforcement cage binding jig frame |
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| CN222569140U true CN222569140U (en) | 2025-03-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202423146024.6U Active CN222569140U (en) | 2024-12-19 | 2024-12-19 | Rectangular pier stud reinforcement cage binding jig frame |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120229642A (en) * | 2025-05-30 | 2025-07-01 | 山西二建集团有限公司 | An integral hoisting frame for tying steel cages of ultra-high-speed low-vacuum pipelines |
-
2024
- 2024-12-19 CN CN202423146024.6U patent/CN222569140U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120229642A (en) * | 2025-05-30 | 2025-07-01 | 山西二建集团有限公司 | An integral hoisting frame for tying steel cages of ultra-high-speed low-vacuum pipelines |
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