WO2021077893A1 - 梁柱钢筋笼编织胎架及墙体钢筋笼编制胎架 - Google Patents

梁柱钢筋笼编织胎架及墙体钢筋笼编制胎架 Download PDF

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Publication number
WO2021077893A1
WO2021077893A1 PCT/CN2020/111577 CN2020111577W WO2021077893A1 WO 2021077893 A1 WO2021077893 A1 WO 2021077893A1 CN 2020111577 W CN2020111577 W CN 2020111577W WO 2021077893 A1 WO2021077893 A1 WO 2021077893A1
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WIPO (PCT)
Prior art keywords
support
frame
reinforcement cage
sliding seat
braided
Prior art date
Application number
PCT/CN2020/111577
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English (en)
French (fr)
Inventor
刘付钧
李俊声
李盛勇
李定乾
林绍明
上官瑾瑜
Original Assignee
广州容联建筑科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Priority claimed from CN201911010400.XA external-priority patent/CN110681804A/zh
Priority claimed from CN201911010398.6A external-priority patent/CN110681803A/zh
Application filed by 广州容联建筑科技有限公司 filed Critical 广州容联建筑科技有限公司
Publication of WO2021077893A1 publication Critical patent/WO2021077893A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same

Definitions

  • the invention relates to the field of prefabricated building frames, in particular to a beam-column reinforced cage braided frame and a wall body reinforced cage braided frame.
  • Prefabricated concrete components are widely used in the prefabricated field, and are also the main direction of urban development.
  • For the reinforcement cage binding process fixed brackets or scaffolding are generally used for support, and more labor is required.
  • the lashing table is usually lifted out as a whole or disassembled into a single piece for transfer to move the lashing table out of the lashing area to provide conditions for the subsequent concrete pouring of the reinforced cage.
  • this kind of trial work requires repeated lifting or disassembly and processing. difficult.
  • the beam is one of the main structures of the building.
  • the structure of the existing beam-column reinforcement cage is shown in Figure 1.
  • the beam-column reinforcement cage includes a main reinforcement 101 and a fixed frame 102 arranged outside the main reinforcement 101.
  • the fixed frame 102 has multiple and Arranged at intervals along the extension direction of the main bars 101, the fixed frame 102 includes mutually perpendicular transverse stirrups 103 and longitudinal stirrups 104, each of which has two transverse stirrups 103 and longitudinal stirrups 104, and one of the transverse stirrups 103 and the longitudinal stirrups 104
  • the transverse stirrups 103 and the longitudinal stirrups 104 are welded to each other, and the axial ends of the transverse stirrups 103 and the longitudinal stirrups 104 have stirrup ends 105 that extend beyond the adjacent stirrups;
  • the main reinforcement When making the above beam-column reinforcement cage, the main reinforcement is usually fixed on the bracket at the construction site, and the fixed position and direction of the main reinforcement are determined by the worker, and then the fixed frames are put on the main reinforcement one by one, and the fixed frames are connected to the main reinforcement one by one. Lashing or welding to fix. In this way, the efficiency is low when making beam-column reinforcement cages, and the fixed position and direction of the main reinforcement are determined by the workers using experience and vision, and the construction quality is difficult to guarantee.
  • the wall is the most important load-bearing structure in the building.
  • the structure of the existing wall reinforcement cage is shown in Figure 2.
  • the wall reinforcement cage includes a main reinforcement 101 and a fixed frame 102 arranged outside the main reinforcement 101.
  • the main reinforcement 101 is along the horizontal direction.
  • the fixed frame 102 has a plurality of and is arranged at intervals along the extension direction of the main rib 101.
  • the fixed frame 102 includes mutually perpendicular transverse stirrups 103 and longitudinal stirrups 104.
  • the stirrups 103 are arranged in multiple layers, and each layer includes two transverse stirrups 103.
  • the transverse stirrups 103 and the longitudinal stirrups 104 are perpendicular to each other and connected by welding.
  • the axial ends of the transverse stirrups 103 and the longitudinal stirrups 104 have an excess Stirrup ends 105 of adjacent stirrups.
  • the above-mentioned wall reinforcement cage is usually made on site.
  • the fixed frame is prefabricated in advance, and the main reinforcement is arranged on the lashing table.
  • the worker determines the fixed position and direction of the main reinforcement, and then sets the fixed frames on the main reinforcement one by one. Bind or weld the fixing frame to the main ribs respectively.
  • binding or weld the fixing frame to the main ribs respectively.
  • the purpose of the present invention is to provide a steel cage braided frame, so as to solve the problems that the steel cage in the prior art requires a lot of labor, is low in efficiency, and is difficult to guarantee quality when making the steel cage on site.
  • the first aspect of the present invention provides a beam-column reinforcement cage braided frame, the technical solution of which is:
  • a beam-column steel cage braided frame comprising a support frame, on which are arranged a first support, a second support and a third support parallel to each other for supporting the transverse stirrups of the steel cage, the first support There is a vertical interval between the support and the second support, the first support is located above the second support, and there is a horizontal interval between the second support and the third support; the first support, the second support and the third support are along the support
  • the frame extends in the length direction, and the first support, the second support and the third support are each provided with a plurality of support grooves arranged at intervals along the length direction, and the support grooves are used for supporting the ends of the stirrups of the transverse stirrups.
  • first support, the second support and the third support are used to support and position the ends of the transverse stirrups of the beam-column reinforcement cage, and the first support, the second support and the third support
  • a triangular structure is formed between the two to improve the stability of the support; first, three supports are used to support and position the fixed frame of the beam-column reinforcement cage.
  • the main reinforcement can be supported and positioned by the fixed frame, and at the same time, the assembly process is avoided.
  • the disturbance of the reinforcement cage ensures the accuracy and quality of the construction and improves the production efficiency of the beam and column reinforcement cage.
  • a slideway extending in a vertical direction is arranged on the support frame, and the first support and the second support are respectively slidably assembled on the slideway.
  • the distance between the first support and the second support can be adjusted according to the size of the fixed frame of the beam-column reinforcement cage, so that the braided frame can be adapted to beam-column reinforcement cages of different specifications.
  • the slideway is a long hole opened on the support frame.
  • the long hole is used as a slideway, which is convenient for processing and manufacturing.
  • the supporting frame includes a base and a sliding seat slidably assembled on the base along a direction perpendicular to the length, and the third support is fixedly assembled on the sliding seat.
  • the position of the third support can be adjusted by the sliding seat, thereby changing the interval between the second support and the third support, so that the braided tire frame can be adapted to beam-column reinforcement cages of different specifications.
  • a plurality of the sliding seats are arranged in parallel, and each sliding seat is arranged at intervals along the length direction of the supporting frame. Multiple sliding seats can support the third support at multiple points, reducing the stress on a single sliding seat and avoiding the sliding seat from locking up when sliding.
  • a guide rail is arranged on the base, a roller is arranged at the bottom of the sliding seat, and the sliding seat is rolled and assembled on the guide rail by the roller. There is rolling friction between the roller and the guide rail, which can reduce the resistance that the sliding seat bears when it moves.
  • the guide rail is also provided with a limit block for limiting the stroke of the sliding seat.
  • the limit block can limit the stroke of the sliding seat to prevent the sliding seat from leaving the guide rail due to the exceeding of the stroke.
  • the third support is arranged at an end of the sliding seat, and a counterweight is further arranged on the sliding seat at an end away from the third support.
  • the third support is arranged at the end of the sliding seat, which simplifies the structure of the sliding seat.
  • the counterweight can make the sliding seat evenly stressed and avoid the sliding seat from tilting due to the pressure of the beam column reinforcement cage.
  • the first support, the second support and the third support are all angle steel, and the support groove is arranged on the vertical side of the angle steel.
  • the angle steel can simplify the structure of the first support, the second support and the third support, and reduce the cost of the tire frame.
  • the second aspect of the present invention provides a wall steel cage braided frame, the technical solution of which is:
  • a wall steel cage braided frame comprising a support frame, on which are arranged a first support and a second support parallel to each other for supporting the transverse stirrups of the wall steel cage, the first support and There is a vertical interval between the second supports, the first support is located above the second support; the first support and the second support extend along the length of the support frame, the first support and the second support are both provided with a plurality of edges
  • the support grooves are arranged at intervals in the length direction of the support frame, and the support grooves are used to support the ends of the transverse stirrups;
  • the support frame is also provided with a third support arranged in parallel with the first support, and the third support is connected to the There are horizontal intervals between the second supports, and the third supports are provided with jacks for inserting the ends of the stirrups at the bottom of the longitudinal stirrups of the wall reinforcement cage.
  • the beneficial effect of this technical solution is that the first support and the second support are used to support and position the stirrup ends of the transverse stirrups of the wall reinforcement cage, and the holes on the third support are used to position the stirrup ends of the longitudinal stirrups.
  • the head is supported and positioned, and the structural strength at the socket is high, so that the third support can bear the weight of the wall reinforcement cage; a triangular structure is formed between the first support, the second support and the third support, which improves the stability of the support;
  • the fixed frame can be used to support the main reinforcement. At the same time, it avoids the disturbance of the steel cage during the assembly process and ensures the accuracy and quality of the construction. The production efficiency of the wall steel cage is improved.
  • the support frame further includes a base, and the third support is slidably assembled on the base along a length direction perpendicular to the support frame.
  • the horizontal distance between the third support and the first support and the second support can be adjusted according to the size of the fixed frame of the wall reinforcement cage, so that the braided frame can be adapted to wall reinforcement cages of different specifications.
  • the base is provided with a sliding hole extending along the length direction perpendicular to the support frame, the bottom of the third support is inserted into the sliding hole, and the third support is slidably assembled on the base through the sliding hole.
  • the third support is assembled on the base through sliding holes, the structure of the sliding holes is simple and the processing is convenient.
  • the base includes a supporting part supported on the bottom surface and a sliding seat slidably assembled on the supporting part along a length direction perpendicular to the supporting frame, and the sliding hole is opened on the top surface of the sliding seat.
  • the third support can be driven to slide to increase the interval between the third support and the second support.
  • the sliding seat and the sliding hole can increase the moving range of the third support and further increase the application range of the knitted tire frame.
  • a guide rail is arranged on the base, a roller is arranged at the bottom of the sliding seat, and the sliding seat is rolled and assembled on the guide rail by the roller. There is rolling friction between the roller and the guide rail, which can reduce the resistance that the sliding seat bears when it moves.
  • the guide rail is also provided with a limit block for limiting the stroke of the sliding seat.
  • the limit block can limit the stroke of the sliding seat to prevent the sliding seat from leaving the guide rail due to the exceeding of the stroke.
  • a slideway extending in a vertical direction is arranged on the support frame, and the first support is slidably assembled on the slideway.
  • the distance between the first support and the second support can be adjusted according to the size of the fixed frame of the wall reinforcement cage, so that the braided frame can be adapted to wall reinforcement cages of different specifications.
  • the slideway is a long hole opened on the support frame.
  • the long hole is used as a slideway, which is convenient for processing and manufacturing.
  • the wall steel cage braided frame also includes a telescopic rod for driving the first support to slide along the long hole.
  • the telescopic rod drives the first support to slide, saving manpower.
  • the insertion hole is a long hole extending in a direction perpendicular to the length.
  • the jack is a long hole, which can compensate the manufacturing errors of the longitudinal stirrups and avoid the longitudinal stirrups from being unable to be inserted into the jacks.
  • Figure 1 is a schematic diagram of the existing beam-column reinforcement cage
  • Figure 2 is a schematic diagram of the existing wall reinforcement cage
  • Figure 3 is a schematic diagram of the structure of the beam-column reinforcement cage braided frame of embodiment 1 of the present invention.
  • Figure 4 is a side view of the beam-column reinforcement cage braided frame of Figure 3;
  • Figure 5 is a partial structural diagram of the beam-column reinforcement cage braided frame of Figure 3;
  • Figure 6 is an enlarged schematic diagram of the column of the beam-column reinforcement cage braided frame of Figure 5;
  • Figure 7 is an enlarged schematic diagram of the sliding seat of the beam-column reinforcement cage braided frame of Figure 5;
  • Figure 8 is a structural schematic diagram of the wall reinforcement cage braided frame of embodiment 2 of the present invention.
  • Figure 9 is a side view of the wall reinforcement cage braided frame of Figure 8.
  • Figure 10 is a partial structural diagram of the wall reinforcement cage braided frame of Figure 8.
  • Figure 11 is a schematic diagram of the structure of the column of the wall reinforcement cage braided frame of Figure 10;
  • Figure 12 is a schematic diagram of the structure at the base of the wall reinforcement cage braided frame of Figure 10.
  • This embodiment provides a beam-column reinforcement cage braided frame, as shown in Figures 3 to 7, the beam-column reinforcement cage braided frame includes a support frame 1 and a first support 5 and a second support 5 arranged on the support frame 1. Support 6 and third support 7. The first support 5, the second support 6 and the third support 7 are arranged parallel to each other, and the first support 5, the second support 6 and the third support 7 are all used to support the transverse stirrups of the steel cage.
  • the support frame 1 includes a base 2, an upright 4 and a sliding base 3.
  • the upright 4 is vertically arranged on the base 2
  • the sliding base 3 is slidably assembled on the base 2
  • the first support 5 and the second support 6 are mounted on the upright 4, and the third
  • the support 7 is installed on the sliding seat 3.
  • the base 2 is a frame structure surrounded by a cross beam 22 and a longitudinal beam 21.
  • the cross beam 22 and the longitudinal beam 21 are perpendicular to each other.
  • the extension direction of the longitudinal beam 21 is the same as the extension direction of the main bars of the beam column reinforcement cage used for weaving.
  • the extension direction of the longitudinal beam 21 is defined as the length direction of the support frame 1
  • the cross beam 22 is the width direction of the support frame 1
  • the column 4 is the support The height direction of the frame 1.
  • a plurality of guide rails 23 are also arranged on the base 2. Each guide rail 23 extends along the width direction of the support frame 1.
  • the guide rail 23 is arranged parallel to the cross beam 22.
  • the number of sliding seats 3 is the same as the number of guide rails 23.
  • the corresponding sliding seat 3 is arranged.
  • the bottom of the sliding seat 3 is arranged with rollers 31 that cooperate with the guide rail 23. There are two rollers 31 and are arranged at intervals along the width direction of the support frame 1.
  • the sliding seat 3 is rolled and assembled on the guide rail 23 of the base 2 through the rollers 31, which can reduce slippage. The resistance that the seat 3 receives when it slides.
  • the top of the guide rail 23 is provided with a corrugation for matching with the roller 31, which can increase the contact area with the roller 31 and ensure the stability of the sliding seat 3 when it moves.
  • the guide rail 23 is formed of a square steel and an angle steel that is inverted on the top of the square steel, and the ribs are formed by the corners of the angle steel.
  • the two ends of the guide rail 23 in the extending direction are respectively arranged with stop blocks 24 for restricting the roller 31.
  • the stop blocks 24 can limit the stroke of the sliding seat 3 to prevent the sliding seat 3 from leaving the guide rail 23 due to the exceeding of the stroke.
  • the limit block 24 on the guide rail 23 close to the end of the column 4 is a rectangular block arranged on the top of the corrugation
  • the limit block 24 on the guide rail 23 far from the end of the column 4 is a rectangular block arranged on both sides of the corrugation.
  • the limiting blocks 24 may also be arranged on both sides of the convex flute or on the top of the convex flute.
  • the third support 7 is welded and fixed to the end of the sliding seat 3 close to the column 4, and the end of the sliding seat 3 close to the column 4 is provided with a welding block for welding the third support 7.
  • the welding block is formed of channel steel, and the bottom surface of the channel steel is connected to the third The support 7 is welded, and the welding block can increase the welding area of the third support 7 and improve the stability of the braided frame.
  • Multiple sliding seats 3 support the third support 7 at multiple points to avoid warping of the third support 7 and at the same time reduce the pressure on each sliding seat 3 to prevent the sliding seat 3 from locking up when sliding.
  • a counterweight 32 is arranged on the top of one end of the sliding seat 3 away from the column 4, and the counterweight 32 can make the sliding seat 3 evenly stressed and prevent the sliding seat 3 from tilting due to the pressure of the beam column reinforcement cage.
  • the counterweight 32 is formed of square steel. In other embodiments, the counterweight 32 can also be formed of profiled materials such as channel steel.
  • the first support 5, the second support 6 and the third support 7 are all provided with support grooves 8. There are multiple support grooves 8 arranged at intervals along the length of the support frame 1.
  • the support grooves 8 are used to support the hoop of the transverse stirrup. Tendons.
  • the notches of the supporting groove 8 are arranged upward, and the ends of the stirrups of the transverse stirrups can be inserted into the corresponding supports from the notches of the supporting groove 8.
  • the first support 5, the second support 6 and the third support 7 are all angle steels.
  • the angle steels include horizontally arranged horizontal edges and vertical edges perpendicular to the horizontal edges.
  • the supporting groove 8 is opened on the vertical edges of the angle steel.
  • the angle steel as a standard part can simplify the structure of the first support 5, the second support 6 and the third support 7, and reduce the cost of the tire frame; in other embodiments, the first support 5, the second support 6 and the third support 7 can also be channel steel, flat steel and other profiles.
  • the first support 5, the second support 6 and the third support 7 all extend along the length of the support frame 1.
  • the first support 5 and the second support 6 are located in the same vertical plane, and the first support 5 is located on the side of the second support 6. Above, there is a vertical interval between the first support 5 and the second support 6.
  • the third support 7 and the second support 6 are located in the same horizontal plane, and there is a horizontal interval between the third support 7 and the second support 6.
  • the first support 5 is used to support the transverse stirrups of the steel cage at the top
  • the second support 6 and the third support 7 are used to support the transverse stirrups of the steel cage at the bottom
  • the first support 5, the second support 6 and the third support A triangular structure is formed between 7 and the beam-column reinforcement cage is supported and limited to avoid tilting or moving of the beam-column reinforcement cage and improve the stability of the support.
  • the plurality of uprights 4 can support the first support 5 and the second support 6 at multiple points to improve the stability and reduce the weight of the support frame 1 at the same time.
  • the column 4 is provided with long holes 41 extending in the vertical direction. There are two long holes 41 and are arranged at intervals along the vertical direction of the column 4. The long holes 41 form a slideway arranged on the column 4.
  • the first support 5 and the second support 6 are fixedly arranged with a backing plate 42.
  • the backing plate 42 is provided with a bolt 43 for inserting into the elongated hole 41.
  • the bolt 43 is equipped with a lock nut 44.
  • the backing plate 42 is locked with Nuts 44 are located on both sides of the elongated hole 41, and the backing plate 42, the bolt 43 and the lock nut 44 can fix and position the first support 5 and the second support 6.
  • each fixed frame of the beam-column reinforcement cage is respectively supported on the support frame 1, wherein the ends of the stirrups at both ends of the transverse stirrups at the bottom are respectively supported on the second In the support groove 8 of the support 6, the third support 7, the end of the stirrup at one end of the transverse stirrup at the top is supported in the support groove 8 of the first support 5 to realize the three-point support and positioning of the fixed frame and avoid the fixed frame Move; then arrange the main reinforcement of the beam-column reinforcement cage in the fixed frame, use the fixed frame to locate the main reinforcement, bind and fix the main reinforcement with the horizontal and longitudinal stirrups of the fixed frame, ensuring the quality of construction and avoiding the reinforcement The process of putting the cage on the main reinforcement improves the production efficiency of the beam and column reinforcement cage.
  • the upright column may also be channel steel, and opposite grooves are arranged on the opposite side walls of the channel steel.
  • the first support and the second support are assembled by sliding blocks.
  • the groove forms a slide; the first support and the second support can also be welded and fixed to the column or bolted to the column; the slide groove can also be arranged on the base, and the slide block is arranged at the bottom of the slide.
  • the sliding seat is slidably assembled in the sliding groove.
  • the wall steel cage woven frame includes a support frame 1 and a first support 5 and a second support 5 arranged on the support frame 1.
  • the first support 5, the second support 6 and the third support 7 are arranged parallel to each other.
  • the first support 5 and the second support 6 are used to support the transverse stirrups of the wall reinforcement cage, and the third support 7 is used to support the wall reinforcement Longitudinal stirrups of the cage.
  • the support frame 1 includes a base 2 and a column 4 vertically arranged on the base, and the column 4 is vertically arranged on the base 2.
  • the base 2 includes a support part 21' for supporting on the ground and a sliding seat 3 slidably assembled on the support part.
  • the support part 21' includes a plurality of supports 22' arranged at intervals, and the plurality of supports 22' can reduce the support part. 21' weight.
  • the extension direction of the support 22' is defined as the width direction of the support frame 1, the direction perpendicular to the support 22' in the horizontal plane is the length direction, the extension direction of the column 4 is the height direction, and the sliding seat 3 is slidably assembled on the support 22', that is, sliding The seat 3 can slide in the width direction.
  • the base 2 is further provided with a guide rail 23 on the top of the support 22 ′, the number of the guide rail 23 is the same as the number of the support 22 ′, and the support 22 ′ corresponds to the guide rail 23 one by one.
  • Each guide rail 23 extends in the width direction of the support frame 1.
  • the bottom of the sliding seat 3 is arranged with rollers 31 that cooperate with the guide rail 23. There are two rollers 31 and are arranged at intervals along the width direction of the support frame 1.
  • the sliding seat 3 is rolled and assembled on the guide rail 23 of the base 2 through the rollers 31, which can reduce slippage. The resistance that the seat 3 receives when it slides.
  • the top of the guide rail 23 is provided with a corrugation for matching with the roller 31, which can increase the contact area with the roller 31 and ensure the stability of the sliding seat 3 when it moves.
  • the guide rail 23 is formed by an angle steel that is inverted on the top of the support 22', and the ribs are formed by the corners of the angle steel.
  • the two ends of the guide rail 23 in the extending direction are respectively arranged with stop blocks 24 for restricting the roller 31.
  • the stop blocks 24 can limit the stroke of the sliding seat 3 to prevent the sliding seat 3 from leaving the guide rail 23 due to the exceeding of the stroke.
  • the limiting block 24 on the guide rail 23 is a rectangular block arranged on the top of the convex flute. In other embodiments, the limiting block 24 may also be arranged on both sides of the convex flute.
  • the third support 7 is slidably assembled on the sliding seat 3.
  • the sliding seat 3 also includes a support frame 32' arranged on the top of the rollers.
  • the top of the support frame 32' is provided with a support plate 33 arranged horizontally.
  • the support plate 33 is provided with a third support 7 extending in the width direction of the support frame 1.
  • the sliding hole 34 is a long hole opened on the support plate 33 and extending along the width direction of the support frame.
  • the third support 7 is slidably assembled on the sliding seat 3 through the sliding hole.
  • the third support 7 can be driven to slide, further increasing the gap between the third support 7 and the second support 6.
  • the distance between the sliding seat 3 and the sliding hole 34 can increase the moving range of the third support 7 and further increase the application range of the braided tire frame.
  • the third support 7 is provided with a jack 71 for inserting the end of the stirrup at the bottom of the longitudinal stirrup of the wall reinforcement cage.
  • the insertion hole 71 is a long hole extending along the width direction of the support frame 1, and the long hole can compensate for the manufacturing error of the longitudinal stirrups and prevent the longitudinal stirrups from being unable to be inserted into the insertion hole.
  • Both the first support 5 and the second support 6 are provided with support grooves 8. There are a plurality of support grooves 8 arranged at intervals along the length of the support frame 1.
  • the support grooves 8 are used to support the ends of the transverse stirrups.
  • the notches of the supporting groove 8 are arranged upward, and the ends of the stirrups of the transverse stirrups can be inserted into the corresponding supports from the notches of the supporting groove 8.
  • the first support 5 and the second support 6 are angle steels.
  • the angle steel includes a horizontally arranged horizontal side and a vertical side perpendicular to the horizontal side.
  • the support groove 8 is opened on the vertical side of the angle steel.
  • the angle steel is used as a standard part. ,
  • the structure of the first support 5 and the second support 6 can be simplified, and the cost of the tire frame can be reduced; in other embodiments, the first support 5 and the second support 6 can also be channel steel, flat steel and other profiles.
  • the first support 5, the second support 6 and the third support 7 all extend along the length of the support frame 1.
  • the first support 5 and the second support 6 are located in the same vertical plane, and the first support 5 is located on the side of the second support 6. Above, there is a vertical interval between the first support 5 and the second support 6.
  • the third support 7 is diagonally below the second support 6, and there is a horizontal interval and a vertical interval between the third support 7 and the second support 6 at the same time.
  • the first support 5 is used to support the transverse stirrups of the wall reinforcement cage at the top
  • the second support 6 is used to support the transverse stirrups of the wall reinforcement cage at the bottom
  • the third support 7 is used to support the longitudinal reinforcement of the wall reinforcement cage.
  • a triangular structure is formed between the first support 5, the second support 6 and the third support 7, which supports and limits the wall reinforcement cage to prevent the wall reinforcement cage from tilting or moving, thereby improving the stability of the support.
  • the plurality of uprights 4 can support the first support 5 and the second support 6 at multiple points to improve the stability and reduce the weight of the support frame 1 at the same time.
  • the column 4 is provided with a slideway 41 ′ extending in the vertical direction, and the slideway is used for the first support 5 to slide vertically on the column 4.
  • the slide 41 ′ is a long hole opened on the column 4 and extending in the vertical direction.
  • a backing plate 42 is fixedly arranged on the first support 5.
  • the backing plate 42 is provided with a bolt 43 for inserting into the elongated hole.
  • the bolt 43 is equipped with a locking nut 44.
  • the backing plate 42 and the locking nut 44 are located on the two sides of the elongated hole.
  • the backing plate 42, the bolt 43 and the lock nut 44 can fix and position the first support 5.
  • the second support 6 is fixedly installed at the bottom of the column 4 by welding.
  • the wall steel cage braided frame also includes a telescopic rod 9 for driving the first support 5 to slide along the slide 41' on the upright column 4.
  • the telescopic rod 9 includes a sleeve 91 and a threaded assembly on the sleeve.
  • the screw 92 in the barrel 91 is provided with a pushing seat 93 for pushing the first support 5 on the top of the screw 92.
  • the telescopic rod drives the first support to slide, which can save manpower and improve efficiency.
  • each fixed frame of the wall steel cage is respectively supported on the support frame 1, wherein the end of the stirrup of the transverse stirrup at the bottom is supported on the second support 6.
  • the end of the stirrup at one end of the transverse stirrup at the top is supported in the support groove 8 of the first support 5, away from the end of the stirrup at the bottom of the longitudinal stirrup of the first support 5 and the second support 6
  • the main reinforcement and the horizontal and longitudinal stirrups of the fixed frame are bound and fixed to ensure the quality of construction, while avoiding the process of putting the reinforcement cage on the main reinforcement, and improving the production efficiency of the wall reinforcement cage.

Abstract

一种梁柱钢筋笼编制胎架及墙体钢筋笼编制胎架，梁柱钢筋笼编制胎架包括支撑框架（1），支撑框架上布置有相互平行的第一支撑（5）、第二支撑（6）和第三支撑（7），第一支撑和第二支撑之间具有竖向间隔，第二支撑和第三支撑之间具有水平间隔；第一支撑、第二支撑和第三支撑沿支撑框架的长度方向延伸，第一支撑、第二支撑和第三支撑上均开设有多个沿长度方向间隔布置的支撑槽（8），支撑槽用于支撑横向箍筋的箍筋端头，能够保证施工的精度、质量，并可大幅度提高钢筋笼的制作效率。

Description

梁柱钢筋笼编织胎架及墙体钢筋笼编制胎架 技术领域
本发明涉及装配式建筑胎架领域，特别是涉及一种梁柱钢筋笼编制胎架及墙体钢筋笼编制胎架。
背景技术
混凝土预制构件在装配式领域中应用量多面广，也是城市发展的主推方向，针对钢筋笼绑扎工艺，一般使用固定式的支架或脚手架进行支撑，同时需要较多劳动力。在钢筋绑扎完成后，通常采用整体吊出或拆成单件转运的方式将绑扎台移出绑扎区域，为之后的钢筋笼混凝土浇筑施工提供条件，但是这种试工需要重复吊装或拆装，加工困难。
梁是建筑的主要结构之一，现有的梁柱钢筋笼的结构如图1所示，该梁柱钢筋笼包括主筋101和布置在主筋101外部的固定框102，固定框102有多个且沿主筋101的延伸方向间隔布置，固定框102包括相互垂直的横向箍筋103和纵向箍筋104，横向箍筋103和纵向箍筋104各有两个且横向箍筋103和纵向箍筋104之间围成矩形结构，横向箍筋103与纵向箍筋104之间相互焊接，横向箍筋103以及纵向箍筋104的轴向两端均具有超出相邻的箍筋的箍筋端头105；主筋101共有四个且四个主筋101相互平行,四个主筋101布置在固定框102的四个角落处。
上述的梁柱钢筋笼在制作时，通常是在施工现场将主筋固定在支架上，由工人确定主筋的固定位置以及方向，然后将固定框逐个的套装在主筋上，将固定框逐个的与主筋绑扎或者焊接固定。这样在制作梁柱钢筋笼时，效率较低，并且主筋的固定位置以及方向由工人利用经验视力等确定，施工质量难以保证。
墙体是建筑中最重要的承重结构，现有的墙体钢筋笼的结构如图2 所示，该墙体钢筋笼包括主筋101和布置在主筋101外部的固定框102，主筋101沿水平方向延伸，固定框102有多个且沿主筋101的延伸方向间隔布置，固定框102包括相互垂直的横向箍筋103和纵向箍筋104，纵向箍筋104有两个且沿竖直方向布置，横向箍筋103布置有多层，每层包括两个横向箍筋103，横向箍筋103和纵向箍筋104相互垂直且焊接连接，横向箍筋103以及纵向箍筋104的轴向两端均具有超出相邻的箍筋的箍筋端头105。
上述的墙体钢筋笼在制作时，通常是现场制作，提前预制好固定框，将主筋布置在绑扎台上，由工人确定主筋的固定位置以及方向，再将固定框逐个套装在主筋上，并将固定框分别与主筋绑扎或者焊接固定。但是由于墙体的高度相对较大，固定框的重量较大，在套装固定框时费时费力，导致强钢筋笼的制作效率较低，并且主筋的固定位置以及方向由工人利用经验视力等确定，施工质量难以保证。
发明内容
本发明的目的是：提供一种钢筋笼编制胎架，以解决现有技术中的钢筋笼在现场制作时需求劳动力大、效率较低，质量难以保证的问题。
为了实现上述目的，本发明的第一方面提供了一种梁柱钢筋笼编制胎架，其技术方案为：
一种梁柱钢筋笼编制胎架，包括支撑框架，所述支撑框架上布置有相互平行的用于支撑钢筋笼的横向箍筋的第一支撑、第二支撑和第三支撑，所述第一支撑和第二支撑之间具有竖向间隔，第一支撑位于第二支撑的上方，所述第二支撑和第三支撑之间具有水平间隔；第一支撑、第二支撑和第三支撑沿支撑框架的长度方向延伸，所述第一支撑、第二支撑和第三支撑上均开设有多个沿长度方向间隔布置的支撑槽，支撑槽用于支撑横向箍筋的箍筋端头。
该技术方案的有益效果在于，利用第一支撑、第二支撑和第三支 撑对梁柱钢筋笼的横向箍筋的箍筋端头进行支撑定位，第一支撑、第二支撑和第三支撑之间形成三角形结构，提高了支撑的稳定性；先利用三个支撑对梁柱钢筋笼的固定框支撑定位，在加工梁柱钢筋笼时可以通过固定框对主筋支撑定位，同时避免了组装过程对钢筋笼扰动，保证了施工的精度、质量，提高了梁柱钢筋笼的制作效率。
所述支撑框架上布置有沿竖直方向延伸的滑道，所述第一支撑以及第二支撑分别滑动装配在所述滑道上。可以根据梁柱钢筋笼的固定框的尺寸调节第一支撑和第二支撑之间的间距，使该编制胎架适配不同规格的梁柱钢筋笼。
所述滑道为开设在所述支撑框架上的长孔。长孔作为滑道，加工制作方便。
所述支撑框架包括底座和沿垂直于长度方向滑动装配在底座上的滑座，所述第三支撑固定装配在所述滑座上。通过滑座可以调节第三支撑的位置，从而改变第二支撑与第三支撑之间的间隔，使该编制胎架可以适配不同规格的梁柱钢筋笼。
所述滑座并行布置有多个，各个滑座沿支撑框架的长度方向间隔布置。多个滑座可以对第三支撑多点支撑，减少单个滑座的受力，避免滑座在滑动时锁死。
所述底座上布置有导轨，所述滑座的底部布置有滚轮，所述滑座通过滚轮滚动装配在所述导轨上。滚轮与导轨之间为滚动摩擦，可以减小滑座在移动时承受的阻力。
所述导轨上还设置有用于限制所述滑座的行程的限位块。限位块可以限定滑座的行程，避免滑座因超出行程而脱离导轨。
所述第三支撑布置在滑座的端部，所述滑座上于远离所述第三支撑的一端还布置有配重件。第三支撑布置在滑座的端部，简化了滑座的结构，配重件可以使滑座受力均匀，避免滑座因承受梁柱钢筋笼的压力倾斜。
所述第一支撑、第二支撑和第三支撑均为角钢，所述支撑槽布置 在角钢的竖边上。角钢作为标准件，可以简化第一支撑、第二支撑和第三支撑的结构，降低胎架的成本。
同样的目的，本发明的第二方面提供一种墙体钢筋笼编制胎架，其技术方案为：
一种墙体钢筋笼编制胎架，包括支撑框架，所述支撑框架上布置有相互平行的用于支撑墙体钢筋笼的横向箍筋的第一支撑和第二支撑，所述第一支撑和第二支撑之间具有竖向间隔，第一支撑位于第二支撑的上方；第一支撑和第二支撑沿支撑框架的长度方向延伸，所述第一支撑和第二支撑均开设有多个沿支撑框架的长度方向间隔布置的支撑槽，支撑槽用于支撑横向箍筋的箍筋端头；所述支撑框架上还设置有与所述第一支撑平行布置的第三支撑，第三支撑与第二支撑之间具有水平间隔，第三支撑上开设有用于供墙体钢筋笼的纵向箍筋底部的箍筋端头插入的插孔，插孔有多个且沿长度方向间隔布置。
该技术方案的有益效果在于，利用第一支撑和第二支撑对墙体钢筋笼的横向箍筋的箍筋端头进行支撑定位，利用第三支撑上的插孔对纵向箍筋的箍筋端头进行支撑定位，插孔处的结构强度高，可使第三支撑承受墙体钢筋笼的重量；第一支撑、第二支撑和第三支撑之间形成三角形结构，提高了支撑的稳定性；先利用三个支撑对墙体钢筋笼的固定框支撑定位，在加工墙体钢筋笼时可以通过固定框对主筋支撑定位，同时避免了组装过程对钢筋笼扰动，保证了施工的精度、质量，提高了墙体钢筋笼的制作效率。
所述支撑框架还包括底座，所述第三支撑沿垂直于支撑框架的长度方向滑动装配在所述底座上。可以根据墙体钢筋笼的固定框的尺寸调节第三支撑与第一支撑、第二支撑之间的水平距离，使该编制胎架适配不同规格的墙体钢筋笼。
所述底座上开设有沿垂直于支撑框架的长度方向延伸的滑孔，所述第三支撑的底部插装所述滑孔内，第三支撑通过滑孔滑动装配在所述底座上。第三支撑通过滑孔装配在底座上，滑孔的结构简单，加工 方便。
所述底座包括支撑在底面上的支撑部分和沿垂直于支撑框架的长度方向滑动装配在所述支撑部分上的滑座，所述滑孔开设在所述滑座的顶面上。滑座滑动时可以带动第三支撑滑动，增加第三支撑与第二支撑之间的间隔，滑座以及滑孔可以增大第三支撑的移动范围，进一步增大该编制胎架的适用范围。
所述底座上布置有导轨，所述滑座的底部布置有滚轮，所述滑座通过滚轮滚动装配在所述导轨上。滚轮与导轨之间为滚动摩擦，可以减小滑座在移动时承受的阻力。
所述导轨上还设置有用于限制所述滑座的行程的限位块。限位块可以限定滑座的行程，避免滑座因超出行程而脱离导轨。
所述支撑框架上布置有沿竖直方向延伸的滑道，所述第一支撑滑动装配在所述滑道上。可以根据墙体钢筋笼的固定框的尺寸调节第一支撑和第二支撑之间的间距，使该编制胎架适配不同规格的墙体钢筋笼。
所述滑道为开设在所述支撑框架上的长孔。长孔作为滑道，加工制作方便。
所述墙体钢筋笼编制胎架还包括用于驱动所述第一支撑沿所述长孔滑动的伸缩杆。伸缩杆驱动第一支撑滑动，节约人力。
所述插孔为沿垂直于长度方向延伸的长孔。插孔为长孔，可以补偿纵向箍筋的制作误差，避免纵向箍筋无法插入插孔内。
附图说明
图1是现有的梁柱钢筋笼的结构示意图；
图2是现有的墙体钢筋笼的结构示意图；
图3是本发明实施例1的梁柱钢筋笼编制胎架的结构示意图；
图4是图3的梁柱钢筋笼编制胎架的侧视图；
图5是图3的梁柱钢筋笼编制胎架的局部结构示意图；
图6是图5的梁柱钢筋笼编制胎架的立柱处的放大示意图；
图7是图5的梁柱钢筋笼编制胎架的滑座处的放大示意图；
图8是本发明实施例2的墙体钢筋笼编制胎架的结构示意图；
图9是图8的墙体钢筋笼编制胎架的侧视图；
图10是图8的墙体钢筋笼编制胎架的局部结构示意图；
图11是图10的墙体钢筋笼编制胎架的立柱处的结构示意图；
图12是图10的墙体钢筋笼编制胎架的底座处的结构示意图。
图中，1-支撑框架，2-底座，21-纵梁，22-横梁，23-导轨，24-限位块，3-滑座，31-滚轮，32-配重件，4-立柱，41-长孔，42-垫板，43-螺栓，44-锁紧螺母，5-第一支撑，6-第二支撑，7-第三支撑，8-支撑槽，101-主筋，102-固定框，103-横向箍筋，104-纵向箍筋，105-箍筋端头，21'-支撑部分，22'-支撑，32'-支撑架，33-支撑板，34-滑孔，41'-滑道，71-插孔，9-伸缩杆，91-套筒，92-螺杆，93-顶推座。
具体实施方式
下面结合附图和实施例，对本发明的具体实施方式作进一步详细描述。以下实施例用于说明本发明，但不用来限制本发明的范围。
实施例1
本实施例提供一种梁柱钢筋笼编制胎架，如图3至图7所示，该梁柱钢筋笼编制胎架包括支撑框架1和布置在支撑框架1上的第一支撑5、第二支撑6和第三支撑7。第一支撑5、第二支撑6和第三支撑7相互平行布置，第一支撑5、第二支撑6和第三支撑7均用于支撑钢筋笼的横向箍筋。
支撑框架1包括底座2、立柱4和滑座3，立柱4垂直布置在底座2上，滑座3滑动装配在底座2上，第一支撑5和第二支撑6安装在立柱4上，第三支撑7安装在滑座3上。底座2为由横梁22和纵梁21围成的框架结构，横梁22和纵梁21相互垂直，横梁22有多个且沿纵梁21的延伸方向间隔布置，以增强底座2的结构强度。纵梁21的延 伸方向与用于编制的梁柱钢筋笼的主筋延伸方向相同，定义纵梁21的延伸方向为支撑框架1的长度方向，横梁22为支撑框架1的宽度方向，立柱4为支撑框架1的高度方向。
底座2上还布置有多个导轨23，各个导轨23均沿支撑框架1的宽度方向延伸，导轨23与横梁22平行布置，滑座3的数量与导轨23的数量相同，每个导轨23上均布置有相对应的滑座3。滑座3的底部布置有与导轨23配合的滚轮31，滚轮31共有两个且沿支撑框架1的宽度方向间隔布置，滑座3通过滚轮31滚动装配在底座2的导轨23上，可以减少滑座3在滑动时受到的阻力。导轨23的顶部布置有用于与滚轮31配合的凸楞，可以增大与滚轮31的接触面积，保证滑座3移动时的稳定性。在本实施例中，导轨23由方钢和倒扣在方钢顶部的角钢形成，凸楞由角钢的折角形成。
导轨23延伸方向的两端分别布置有用于对滚轮31限位的限位块24，限位块24可以限定滑座3的行程，避免滑座3因超出行程而脱离导轨23。在本实施例中，导轨23上靠近立柱4一端的限位块24为布置在凸楞顶部的矩形块，导轨23上远离立柱4一端的限位块24为布置在凸楞两侧的矩形块。在其他实施例中，限位块24也可以均布置在凸楞的两侧或者均布置在凸楞的顶部。
第三支撑7焊接固定在滑座3靠近立柱4的一端，滑座3靠近立柱4的一端布置有用于焊接第三支撑7的焊接块，焊接块由槽钢形成，槽钢的底面与第三支撑7焊接，焊接块可以增大第三支撑7的焊接面积，提高该编制胎架的稳定性。多个滑座3对第三支撑7进行多点支撑，避免第三支撑7翘曲，同时也可以减小每个滑座3受到的压力，避免滑座3在滑动时锁死。滑座3远离立柱4的一端的顶部布置有配重件32，配重件32可以使滑座3受力均匀，避免滑座3因承受梁柱钢筋笼的压力倾斜。在本实施例中，配重件32由方钢形成，在其他实施例中，配重件32也可以由槽钢等型材形成。
第一支撑5、第二支撑6和第三支撑7上均开设有支撑槽8，支撑 槽8有多个且沿支撑框架1的长度方向间隔布置，支撑槽8用于支撑横向箍筋的箍筋端头。支撑槽8的槽口向上布置，横向箍筋的箍筋端头可以从支撑槽8的槽口嵌入相应的支撑内。在本实施例中，第一支撑5、第二支撑6和第三支撑7均为角钢，角钢包括水平布置的横边和与横边垂直的竖边，支撑槽8开设在角钢的竖边上，角钢作为标准件，可以简化第一支撑5、第二支撑6和第三支撑7的结构，降低胎架的成本；在其他实施例中，第一支撑5、第二支撑6和第三支撑7也可以为槽钢、扁钢等型材。
第一支撑5、第二支撑6和第三支撑7均沿支撑框架1的长度方向延伸，第一支撑5和第二支撑6位于同一竖直面内，第一支撑5位于第二支撑6的上方，第一支撑5与第二支撑6之间具有竖向间隔。第三支撑7和第二支撑6位于同一水平面内，第三支撑7和第二支撑6之间具有水平间隔。第一支撑5用于支撑钢筋笼位于顶部的横向箍筋，第二支撑6和第三支撑7用于支撑钢筋笼位于底部的横向箍筋，第一支撑5、第二支撑6和第三支撑7之间形成三角形结构，对梁柱钢筋笼进行支撑限位，避免梁柱钢筋笼倾斜或者移动，提高了支撑的稳定性。
立柱4共有多个且沿支撑框架1的长度方向间隔布置，多个立柱4可以对第一支撑5、第二支撑6进行多点支撑，提高稳定形，同时减小支撑框架1的重量。立柱4上开设有沿竖直方向延伸的长孔41，长孔41共有两个且沿立柱4的竖直方向间隔布置，长孔41形成布置在立柱4上的滑道。第一支撑5、第二支撑6上均固定布置有垫板42，垫板42上设置有用于插入长孔41内的螺栓43，螺栓43上装配有锁紧螺母44，垫板42与锁紧螺母44位于长孔41的两侧，垫板42、螺栓43和锁紧螺母44可以对第一支撑5、第二支撑6进行固定定位。
本发明的梁柱钢筋笼编制胎架在使用时，先将梁柱钢筋笼的各个固定框分别支撑在支撑框架1上，其中位于底部的横向箍筋两端的箍筋端头分别支撑在第二支撑6、第三支撑7的支撑槽8内，位于顶部的横向箍筋一端的箍筋端头支撑在第一支撑5的支撑槽8内，实现对固 定框的三点支撑定位，避免固定框移动；然后将梁柱钢筋笼的主筋布置在固定框内，利用固定框对主筋定位，将主筋与固定框的横向箍筋、纵向箍筋绑扎固定，保证了施工的质量，同时避免了将钢筋笼套装在主筋上的过程，提高了梁柱钢筋笼的制作效率。
本发明的梁柱钢筋笼编制胎架的其他实施例中，立柱也可以为槽钢，槽钢相对的侧壁上布置对设的凹槽，第一支撑、第二支撑均通过滑块滑动装配在凹槽内，凹槽形成滑道；第一支撑、第二支撑也可以焊接固定在立柱上或者通过螺栓固定在立柱上；也可以在底座上布置滑槽，滑座的底部布置滑块，滑座滑动装配在滑槽内。
实施例2
本实施例提供一种墙体钢筋笼编制胎架，如图8至图12所示，该墙体钢筋笼编制胎架包括支撑框架1和布置在支撑框架1上的第一支撑5、第二支撑6和第三支撑7。第一支撑5、第二支撑6和第三支撑7相互平行布置，第一支撑5和第二支撑6均用于支撑墙体钢筋笼的横向箍筋，第三支撑7用于支撑墙体钢筋笼的纵向箍筋。
支撑框架1包括底座2和垂直布置在底座上的立柱4，立柱4垂直布置在底座2上。底座2包括用于支撑在地面上的支撑部分21'和滑动装配在支撑部分上的滑座3，支撑部分21'包括多个间隔布置的支撑22'，多个支撑22'可以减小支撑部分21'的重量。定义支撑22'的延伸方向为支撑框架1的宽度方向，水平面内与支撑22'垂直的方向为长度方向，立柱4的延伸方向为高度方向，滑座3滑动装配在支撑22'上，即滑座3可在宽度方向上滑动。
底座2于支撑22'的顶部还布置有导轨23，导轨23的数量与支撑22'的数量相同，支撑22'与导轨23一一对应。各个导轨23均沿支撑框架1的宽度方向延伸。滑座3的底部布置有与导轨23配合的滚轮31，滚轮31共有两个且沿支撑框架1的宽度方向间隔布置，滑座3通过滚轮31滚动装配在底座2的导轨23上，可以减少滑座3在滑动时受到的阻力。导轨23的顶部布置有用于与滚轮31配合的凸楞，可以增大 与滚轮31的接触面积，保证滑座3移动时的稳定性。在本实施例中，导轨23由倒扣在支撑22'顶部的角钢形成，凸楞由角钢的折角形成。
导轨23延伸方向的两端分别布置有用于对滚轮31限位的限位块24，限位块24可以限定滑座3的行程，避免滑座3因超出行程而脱离导轨23。在本实施例中，导轨23上的限位块24为布置在凸楞顶部的矩形块。在其他实施例中，限位块24也可以布置在凸楞的两侧。
第三支撑7滑动装配在滑座3上。滑座3还包括布置在滚轮顶部的支撑架32'，支撑架32'的顶部设置有水平布置的支撑板33，支撑板33上设置有供第三支撑7沿支撑框架1的宽度方向延伸的滑孔34，在本实施例中，滑孔34为开设在支撑板33上的沿支撑框架的宽度方向延伸的长孔，第三支撑7通过滑孔滑动装配在滑座3上。第三支撑7在滑孔34内滑动时可以调节与第二支撑6之间的水平间隔，滑座3滑动时可以带动第三支撑7滑动，进一步增加第三支撑7与第二支撑6之间的间隔，滑座3以及滑孔34可以增大第三支撑7的移动范围，进一步增大该编制胎架的适用范围。
第三支撑7上开设有用于供墙体钢筋笼的纵向箍筋底部的箍筋端头插入的插孔71，插孔71有多个且沿长度方向间隔布置，插孔71处的结构强度高，可使第三支撑7完全承受墙体钢筋笼的重量，避免因墙体钢筋笼的重量较大而导致第三支撑7的支撑位置处出现形变。在本实施例中，插孔71为沿支撑框架1的宽度方向延伸的长孔，长孔可以补偿纵向箍筋的制作误差，避免纵向箍筋无法插入插孔内。
第一支撑5和第二支撑6上均开设有支撑槽8，支撑槽8有多个且沿支撑框架1的长度方向间隔布置，支撑槽8用于支撑横向箍筋的箍筋端头。支撑槽8的槽口向上布置，横向箍筋的箍筋端头可以从支撑槽8的槽口嵌入相应的支撑内。在本实施例中，第一支撑5和第二支撑6均为角钢，角钢包括水平布置的横边和与横边垂直的竖边，支撑槽8开设在角钢的竖边上，角钢作为标准件，可以简化第一支撑5和第二支撑6的结构，降低胎架的成本；在其他实施例中，第一支撑5 和第二支撑6也可以为槽钢、扁钢等型材。
第一支撑5、第二支撑6和第三支撑7均沿支撑框架1的长度方向延伸，第一支撑5和第二支撑6位于同一竖直面内，第一支撑5位于第二支撑6的上方，第一支撑5与第二支撑6之间具有竖向间隔。第三支撑7为第二支撑6的斜下方，第三支撑7和第二支撑6之间同时具有水平间隔与竖直间隔。第一支撑5用于支撑墙体钢筋笼位于顶部的横向箍筋，第二支撑6用于支撑墙体钢筋笼位于底部的横向箍筋，第三支撑7用于支撑墙体钢筋笼的纵向钢筋。第一支撑5、第二支撑6和第三支撑7之间形成三角形结构，对墙体钢筋笼进行支撑限位，避免墙体钢筋笼倾斜或者移动，提高了支撑的稳定性。
立柱4共有多个且沿支撑框架1的长度方向间隔布置，多个立柱4可以对第一支撑5、第二支撑6进行多点支撑，提高稳定形，同时减小支撑框架1的重量。立柱4上开设有沿竖直方向延伸的滑道41'，滑道用于供第一支撑5在立柱4上竖直滑动。在本实施例中，滑道41'为开设在立柱4上沿竖直方向延伸的长孔。第一支撑5上固定布置有垫板42，垫板42上设置有用于插入长孔内的螺栓43，螺栓43上装配有锁紧螺母44，垫板42与锁紧螺母44位于长孔的两侧，垫板42、螺栓43和锁紧螺母44可以对第一支撑5进行固定定位。
第二支撑6焊接固定安装在立柱4的底部。该墙体钢筋笼编制胎架还包括用于驱动第一支撑5沿立柱4上的滑道41'滑动的伸缩杆9，在本实施例中，伸缩杆9包括套筒91和螺纹装配在套筒91内的螺杆92，螺杆92的顶部布置有用于顶推第一支撑5的顶推座93。伸缩杆驱动第一支撑滑动，可以节约人力，提高效率。
本发明的墙体钢筋笼编制胎架在使用时，先将墙体钢筋笼的各个固定框分别支撑在支撑框架1上，其中位于底部的横向箍筋的箍筋端头支撑在第二支撑6的支撑槽8内，位于顶部的横向箍筋一端的箍筋端头支撑在第一支撑5的支撑槽8内，远离第一支撑5、第二支撑6的纵向箍筋底部的箍筋端头插装在第三支撑7上的插孔71内，实现对 固定框的三点支撑定位，避免固定框移动；然后将墙体钢筋笼的主筋布置在固定框内，利用固定框对主筋定位，将主筋与固定框的横向箍筋、纵向箍筋绑扎固定，保证了施工的质量，同时避免了将钢筋笼套装在主筋上的过程，提高了墙体钢筋笼的制作效率。
以上所述仅是本发明的优选实施方式，应当指出，对于本技术领域的普通技术人员来说，在不脱离本发明技术原理的前提下，还可以做出若干改进和替换，这些改进和替换也应视为本发明的保护范围。

Claims (19)

  1. 一种梁柱钢筋笼编制胎架，其特征在于，包括支撑框架，所述支撑框架上布置有相互平行的用于支撑钢筋笼的横向箍筋的第一支撑、第二支撑和第三支撑，所述第一支撑和第二支撑之间具有竖向间隔，第一支撑位于第二支撑的上方，所述第二支撑和第三支撑之间具有水平间隔；第一支撑、第二支撑和第三支撑沿支撑框架的长度方向延伸，所述第一支撑、第二支撑和第三支撑上均开设有多个沿长度方向间隔布置的支撑槽，支撑槽用于支撑横向箍筋的箍筋端头。
  2. 根据权利要求1所述的梁柱钢筋笼编制胎架，其特征在于，所述支撑框架上布置有沿竖直方向延伸的滑道，所述第一支撑以及第二支撑分别滑动装配在所述滑道上。
  3. 根据权利要求2所述的梁柱钢筋笼编制胎架，其特征在于，所述滑道为开设在所述支撑框架上的长孔。
  4. 根据权利要求1所述的梁柱钢筋笼编制胎架，其特征在于，所述支撑框架包括底座和沿垂直于长度方向滑动装配在底座上的滑座，所述第三支撑固定装配在所述滑座上。
  5. 根据权利要求4所述的梁柱钢筋笼编制胎架，其特征在于，所述滑座并行布置有多个，各个滑座沿支撑框架的长度方向间隔布置。
  6. 根据权利要求4所述的梁柱钢筋笼编制胎架，其特征在于，所述底座上布置有导轨，所述滑座的底部布置有滚轮，所述滑座通过滚轮滚动装配在所述导轨上。
  7. 根据权利要求6所述的梁柱钢筋笼编制胎架，其特征在于，所述导轨上还设置有用于限制所述滑座的行程的限位块。
  8. 根据权利要求6所述的梁柱钢筋笼编制胎架，其特征在于，所述第三支撑布置在滑座的端部，所述滑座上于远离所述第三支撑 的一端还布置有配重件。
  9. 根据权利要求1所述的梁柱钢筋笼编制胎架，其特征在于，所述第一支撑、第二支撑和第三支撑均为角钢，所述支撑槽布置在角钢的竖边上。
  10. 一种墙体钢筋笼编制胎架，其特征在于，包括支撑框架，所述支撑框架上布置有相互平行的用于支撑墙体钢筋笼的横向箍筋的第一支撑和第二支撑，所述第一支撑和第二支撑之间具有竖向间隔，第一支撑位于第二支撑的上方；第一支撑和第二支撑沿支撑框架的长度方向延伸，所述第一支撑和第二支撑均开设有多个沿支撑框架的长度方向间隔布置的支撑槽，支撑槽用于支撑横向箍筋的箍筋端头；所述支撑框架上还设置有与所述第一支撑平行布置的第三支撑，第三支撑与第二支撑之间具有水平间隔，第三支撑上开设有用于供墙体钢筋笼的纵向箍筋底部的箍筋端头插入的插孔，插孔有多个且沿长度方向间隔布置。
  11. 根据权利要求10所述的墙体钢筋笼编制胎架，其特征在于，所述支撑框架还包括底座，所述第三支撑沿垂直于支撑框架的长度方向滑动装配在所述底座上。
  12. 根据权利要求11所述的墙体钢筋笼编制胎架，其特征在于，所述底座上开设有沿垂直于支撑框架的长度方向延伸的滑孔，所述第三支撑的底部插装所述滑孔内，第三支撑通过滑孔滑动装配在所述底座上。
  13. 根据权利要求12所述的墙体钢筋笼编制胎架，其特征在于，所述底座包括支撑在底面上的支撑部分和沿垂直于支撑框架的长度方向滑动装配在所述支撑部分上的滑座，所述滑孔开设在所述滑座的顶面上。
  14. 根据权利要求13所述的墙体钢筋笼编制胎架，其特征在于，所述底座上布置有导轨，所述滑座的底部布置有滚轮，所述滑座通过滚轮滚动装配在所述导轨上。
  15. 根据权利要求14所述的墙体钢筋笼编制胎架，其特征在于，所述导轨上还设置有用于限制所述滑座的行程的限位块。
  16. 根据权利要求10所述的墙体钢筋笼编制胎架，其特征在于，所述支撑框架上布置有沿竖直方向延伸的滑道，所述第一支撑滑动装配在所述滑道上。
  17. 根据权利要求16所述的墙体钢筋笼编制胎架，其特征在于，所述滑道为开设在所述支撑框架上的长孔。
  18. 根据权利要求17所述的墙体钢筋笼编制胎架，其特征在于，所述墙体钢筋笼编制胎架还包括用于驱动所述第一支撑沿所述长孔滑动的伸缩杆。
  19. 根据权利要求10所述的墙体钢筋笼编制胎架，其特征在于，所述插孔为沿垂直于长度方向延伸的长孔。
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