WO2019183945A1 - 钢筋预制加工方法 - Google Patents

钢筋预制加工方法 Download PDF

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Publication number
WO2019183945A1
WO2019183945A1 PCT/CN2018/081409 CN2018081409W WO2019183945A1 WO 2019183945 A1 WO2019183945 A1 WO 2019183945A1 CN 2018081409 W CN2018081409 W CN 2018081409W WO 2019183945 A1 WO2019183945 A1 WO 2019183945A1
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WO
WIPO (PCT)
Prior art keywords
steel
steel bar
construction
prefabricated
bars
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PCT/CN2018/081409
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English (en)
French (fr)
Inventor
杨泓斌
黄万禧
刘灿团
李缙
陈祥祥
Original Assignee
深圳市君盈建筑科技有限公司
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
Application filed by 深圳市君盈建筑科技有限公司 filed Critical 深圳市君盈建筑科技有限公司
Priority to PCT/CN2018/081409 priority Critical patent/WO2019183945A1/zh
Priority to CN201880000465.3A priority patent/CN108513548B/zh
Publication of WO2019183945A1 publication Critical patent/WO2019183945A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network

Definitions

  • the present invention relates to prefabrication of steel bars, and more particularly to a method of prefabricating steel bars.
  • the components in the building mainly include: building (house) surface, wall, column, foundation and so on. It is not the same as the concept of structural members.
  • Structural members are the elements that constitute the structural force frame. Of course, they also include beams, plates, walls, columns, foundations, etc., but they are generally divided according to the force characteristics of the members. It is a bent member, a pressed member, a tension member, a torsion member, a bent member, or the like.
  • the construction of steel works in domestic engineering projects usually consists of a steel bar processing workshop at the project site.
  • the raw materials (straight strips, wire rods, etc.) of the steel bars are opened and formed (main ribs, stirrups) and then transported to the construction work surface.
  • Rebar lashing and welding Most of the traditional steel bar lashing and welding work is done on the construction surface.
  • the specific process flow is as follows: 1) manual stakeout of steel bars; 2) steel material cutting and forming based on manual operation; 3) steel bar transportation to construction work surface; 4) steel bar binding, welding and mechanical connection.
  • the conventional process has a large number of manual work such as steel barning, steel bar forming (bending, cutting), steel bar tying and welding, and the construction quality is uneven and not easy to control.
  • the traditional process is completed by manual work on the construction work surface, with large labor input and long construction period.
  • most of the steel bars and welding in the traditional process are completed by the workers on the construction work surface.
  • a large number of people walk around and have a great influence on the finished steel products.
  • the steel bars are dislocated due to the pedaling, and the steel protective layer is insufficient. This causes serious engineering problems such as cracking of the slab and exposure of the steel.
  • a method for prefabricating a steel bar comprising the steps of:
  • the preliminary finished parts of each type of steel bars are prefabricated to obtain a plurality of integral precast steel skeletons
  • each of the precast steel skeletons is output in the construction order.
  • the above-mentioned steel bar prefabrication processing method can automatically open the material and automatically process to obtain the prefabricated steel skeleton, which saves the labor quality while saving the labor force, greatly reduces the number of workers on the construction work surface, and reduces the construction personnel's work on the steel bar.
  • the disturbance of the finished product avoids the engineering quality problems such as the cracking of the floor slab and the insufficient protective layer of the steel bar due to the low pressure of the steel bar, and it is also possible to directly use the prefabricated steel skeleton frame automatically output according to the construction sequence during the construction.
  • the surface is quickly assembled and assembled, which helps to shorten the construction period and improve the quality of the project.
  • the reinforcing steel is deepened according to the target project to obtain the target steel skeleton demand.
  • the deepening of the steel bar according to the target project includes: splitting the steel bar skeleton of the component according to the target project, checking the steel bar collision of the joint portion of each component, and determining the construction sequence of the steel bar skeleton of each component; further, It also includes general parameters for obtaining a steel skeleton detail or a steel skeleton.
  • the rebar deepening according to the target project is implemented by using a building information model.
  • the digital output is used to automatically rewind the steel bar processing equipment.
  • the steel bar prefabrication processing method further comprises the steps of: automatically transmitting each of the precast steel skeletons according to the construction time sequence according to the target steel reinforcement skeleton demand Go to the corresponding construction location.
  • the prefabricated steel skeletons are output in the order of construction, specifically: the prefabricated steel skeletons are output to the construction site according to the construction sequence.
  • the steel prefabrication processing method further comprises the steps of: inspecting, and adjusting and replenishing according to the inspection result.
  • the above-mentioned steel bar prefabrication processing method can ensure the quality of the steel bar engineering, avoid omissions, and ensure the process quality and structural quality.
  • the pre-treatment includes straightening, truncating, bending, and/or welding.
  • the steel rebar preliminary product comprises a longitudinal reinforcement structure and a transverse reinforcement structure.
  • the steel bar prefabrication processing method before the materializing each type of steel bars to be processed, further comprises the steps of: obtaining the stakeout results; and, respectively, opening the respective types of steel bars to be treated Specifically, according to the results of the stakeout, each type of steel bars to be treated is separately opened.
  • the above-mentioned steel bar prefabrication processing method can adapt to the lofting result to automatically open the material, so that the material opening is more accurate and effective.
  • the steel bar prefabrication processing method further comprises the steps of: for the prefabricated steel skeleton of the beam member, the main end of the beam is spliced by the main tendons Anchor connection and/or end plate anchor connection, the connection member of the beam end directly anchored into the beam end after lifting; and/or, for the precast steel frame of the column member and/or the shear wall member, a small amount of edge is reserved in the horizontal direction
  • the steel bars are welded or tied and lapped, and the main ribs with sufficient anchoring length are reserved for tying or welding lap joints in the vertical direction, or a sleeve connection is reserved; and/or, for the prefabricated steel skeleton of the slab member, a small amount is reserved at the edges
  • the steel mesh is lapped and lapped.
  • Figure 1 is a schematic illustration of an embodiment of the invention.
  • FIG. 2 is a schematic view of another embodiment of the present invention.
  • an embodiment of the present invention is a steel bar prefabrication processing method, which comprises the steps of: acquiring a plurality of types of steel bars to be processed according to a target steel bar skeleton demand, and respectively unloading each type of steel bars to be treated; Obtaining various types of steel bars to be treated; according to the target steel frame requirements, pre-processing each type of steel bars to be processed, obtaining preliminary types of various types of steel bars; according to the target steel frame requirements, for each type The preliminary finished parts of the steel bar are prefabricated to obtain a plurality of integral precast steel skeletons; according to the target steel frame requirements, the precast steel skeletons are output according to the construction sequence.
  • the above-mentioned steel bar prefabrication processing method can automatically open the material and automatically process to obtain the prefabricated steel skeleton, which saves the labor quality while saving the labor force, greatly reduces the number of workers on the construction work surface, and reduces the construction personnel's work on the steel bar.
  • the disturbance of the finished product avoids the engineering quality problems such as cracking of the slab in the later stage, dislocation of the steel bar, insufficient protection of the steel bar due to the low steel bar, and it is also possible to directly use the prefabricated steel skeletons automatically output according to the construction sequence during construction. Quickly assemble and form the surface of the construction work, which is beneficial to shorten the construction period and improve the quality of the project. For example, as shown in FIG.
  • an embodiment of the present invention is a steel bar prefabrication processing method, which comprises the steps of: automatically acquiring several types of steel bars to be processed according to the target steel bar skeleton demand, respectively for each type of steel bars to be treated Automatically opening materials to obtain various types of steel bars to be processed; according to the target steel frame requirements, each type of steel bars to be processed is automatically processed in advance, and preliminary types of steel bars of various types are obtained; according to the target steel frame According to the demand, the preliminary finished parts of each type of steel are automatically prefabricated to obtain a number of integral precast steel skeletons; according to the target steel frame requirements, each of the precast steel skeletons is automatically output according to the construction sequence. In this way, it is conducive to automatic production of automation and flow, saving human resources.
  • a method of prefabricating a steel bar includes the following steps.
  • the material cutting is also referred to as blanking, which means determining a certain one.
  • the operation of cutting out a certain shape, quantity or quality of material from the whole or batch of steel material for example, for the steel material, after CNC machining by stakeout or programming
  • the reinforcing steel material is made into a processed steel structure and a single part or structural part of the preliminary finished steel piece, that is, the above-mentioned steel steel to be processed.
  • each type of steel bars to be treated is separately opened, specifically: automatic cutting of each type of steel bars to be processed; for example, according to the target steel frame requirements, several types of pending materials are obtained.
  • Rebar respectively, for each type of steel bars to be treated, to obtain various types of steel bars to be treated, specifically: according to the target steel frame requirements, obtain several types of steel bars to be treated, respectively, for each type of steel bars to be processed automatically
  • the material is opened to obtain various types of steel bars to be processed.
  • the target steel frame requirement several types of steel bars to be processed are obtained, specifically: several types of steel bars to be processed are automatically acquired according to the target steel frame requirements; thus, according to the target steel frame requirements, several Types of steel bars to be treated, respectively, for each type of steel bars to be treated, to obtain various types of steel bars to be treated, that is: according to the target steel frame requirements, automatically obtain several types of steel bars to be treated, respectively for each type of The steel bars to be treated are unloaded to obtain various types of steel bars to be treated, and the rest of the embodiments are deduced by analogy.
  • the target steel frame For example, according to the requirements of the target steel frame, several types of steel bars to be treated are automatically obtained, and each type of steel bars to be treated are separately opened to obtain various types of steel bars to be processed, specifically: automatic control equipment is used to control the cutting device. According to the requirements of the target steel frame, several types of steel bars to be processed are automatically obtained, and each type of steel bars to be treated are separately opened to obtain various types of steel bars to be processed, and the rest of the embodiments are deduced by analogy.
  • the cutting is realized by a cutting device, for example, the discharging device is provided with a loading platform and a cutting device, the loading platform is provided with a feeding end and a discharging end, and the cutting device is disposed on the bearing
  • the cutting device is used for cutting and cutting various types of steel bars to be processed on the loading platform to obtain various types of steel bars to be processed;
  • the cutting device is a steel cutting machine such as a steel bar fixed length cutting Machine, etc., used to cut the steel bars to be treated.
  • the loading platform is further provided with a loading member, and the loading member comprises a bearing.
  • each of the rolling members includes at least one active member and a plurality of driven members
  • the loading member further includes a driving motor and a speed reducer (also referred to as a speed reducer) disposed on the carrying platform.
  • An output shaft of the drive motor is coupled to a rotating shaft of the driving member through the speed reducer, and the driving motor is configured to drive the driving member to rotate after being decelerated by the speed reducer; for example, each of the driven members is used for Rotating, when the driving member rotates; for example, the speed reducer includes a speed reducing link assembly or a reduction gear set; for example, an output shaft of the driving motor is respectively connected to the rotation of each of the driving members through the speed reducer axis.
  • each of the rolling members can be rotated by a driving motor, so that the rolling members cooperate to realize conveying the steel bars to be treated to the discharging end along the loading trough, so that each type of cutting is obtained.
  • the output of the steel bar to be treated is controllable, which facilitates the processing by the pre-processing device.
  • the number of the load members is plural. In this way, the cutting device can realize the simultaneous processing of a plurality of steel bars to be treated.
  • the loading troughs of the plurality of loading members and the rolling elements therein are disposed identically or differently, for example, the width and/or depth of the loading troughs of the plurality of loading members
  • the disparate arrangement is such that the unloading device can simultaneously process multiple or multiple pieces of steel to be treated.
  • each type of steel bar to be treated is pre-processed to obtain preliminary pieces of various types of steel bars; further, in each embodiment, according to the target steel bar skeleton requirements, each type The pre-treatment of the steel bar to be treated is specifically carried out according to the requirement of the target steel bar skeleton, and the pre-treatment of each type of steel bar to be processed is automatically performed.
  • an automatic control device is used to control the pre-processing device, and each type of steel bar to be processed is automatically pre-processed according to the target steel bar skeleton demand.
  • the pre-treatment includes straightening, truncating, bending, and/or welding.
  • the steel rebar preliminary product comprises a longitudinal reinforcement structure and a transverse reinforcement structure.
  • the longitudinal reinforcing bar structure includes a transversely or longitudinally mounted reinforcing bar structure extending in one direction, such as a finished stirrup or the like;
  • the transverse reinforcing bar structure includes a transversely or longitudinally mounted reinforcing bar structure extending in two directions, such as a reinforcing mesh, etc. .
  • the preliminary finished steel parts obtained through the pre-treatment are used in the pre-fabrication process of the subsequent steps to obtain the preliminary finished parts of the main pre-formed steel skeleton, such as the main rib, the finished stirrup, the steel mesh and the like.
  • the pre-processing is implemented by a pre-processing device.
  • the pre-processing device is disposed adjacent to the discharge end, and is used for pre-processing various types of steel bars to be processed, and preliminary types of various types of steel bars are obtained. Finished parts.
  • the pre-processing device is disposed adjacent to the discharge end for pre-processing each type of steel bar to be processed to obtain preliminary pieces of various types of steel bars; further, the pre-processing device is set to work. And a straightening device, a cutting device, a bending device, a threading device and a first welding device disposed on the working table.
  • the straightening device is configured to perform straightening processing on each type of steel bar to be processed obtained by cutting the cutting material; and the cutting device is used for cutting off each type of steel bar to be processed obtained by cutting the cutting material. Processing, and/or for cutting off each type of steel bar to be treated after the straightening process; the bending device is used for bending the various types of steel bars to be processed by cutting And/or for performing a hooping treatment on each type of steel bar to be treated after the straightening process, and/or for performing a hooping process on each type of steel bar to be treated after the cutting process;
  • the ferrule device is used for ferrule processing each type of steel bar to be treated to be lapped;
  • the first welding device is used for welding various types of steel bars to be processed obtained by cutting the material, and / or used for welding the various types of steel bars to be treated after the straightening process, and / or for welding the various types of steel bars to be treated after the cutting process, and / or for bending Various types
  • the pre-processing device performs pre-processing on each type of steel bar to be processed, and the pre-processing includes straightening processing, truncation processing, bending hoop processing and/or welding processing to obtain preliminary pieces of various types of steel bars.
  • the pre-processing includes straightening processing, truncation processing, bending hoop processing and/or welding processing to obtain preliminary pieces of various types of steel bars.
  • it may need to be one, two, three or four kinds of straightening, cutting, hooping and welding, according to actual needs.
  • One, two, three or four of the pre-treatments may be used.
  • the straightening device is or includes a mechanical straightening machine for performing a straightening process on a steel bar to be treated to be straightened by a mechanical straightening method
  • the mechanical straightening machine is an automatic numerical control mechanical straightening machine.
  • the straightening device further includes at least one set of straightening positioning structures, each set of straightening positioning structures includes a pair of straightening positioning members symmetrically disposed, and the pair of straightening positioning members are used together for fixing to be straightened. Treated steel bars to be treated.
  • the cutting device is or includes a steel bar cutting machine (also known as a steel bar cutting machine) for performing a cutting process on the steel bar to be treated to be cut off by mechanical cutting, for example, the steel bar cutting machine is an automatic numerical control steel bar cutting machine.
  • the cutting device further includes at least one set of cut-off fixing structures, each set of the cut-off fixing structure includes a pair of cut-off fixing members symmetrically disposed, the pair of cut-off fixing members collectively used to fix the steel bars to be cut-off Processing parts.
  • the bending device is or includes a steel bar bending machine for performing a bending process on a steel bar to be treated by a mechanical bending method
  • the steel bending device is an automatic numerical control steel bending hoop
  • the first welding device is a steel bar welding device, such as an automatic numerical control steel bar welding machine, for realizing welding of steel bars; it can be understood that the "first" in the "first welding device” is only for Other welding devices that appear later are distinguished by name and should not be construed as defining the structure of the "first welding device", and the rest of the embodiments are analogous.
  • the work platform is further provided with a moving track structure, and each type of steel bar to be processed obtained by the cutting device is outputted onto the moving track structure, and sequentially sent to the straightening device,
  • the cutting device, the bending device and the first welding device respectively perform straightening processing, cutting processing, bending processing and welding processing according to requirements.
  • the work platform is further provided with a first hanging rail and a first sliding block disposed under the first hanging rail, and the first welding device is fixedly disposed under the first sliding rod, such that It is easy to carry out welding work.
  • the pre-processing device is provided with a pre-processing console, and the straightening device, the cutting device, the bending device and the first welding device are respectively connected to the pre-processing console, the pre-stage
  • the processing console is configured to respectively control the straightening device to perform straightening processing on the steel bar to be processed to be straightened by mechanical straightening, and control the cutting device to cut off the steel bar to be processed by mechanical cutting Processing, controlling the bending device to perform the bending process of the steel bar to be treated by the bending method by the mechanical bending method and controlling the welding of the first welding device to realize the steel bar, thereby facilitating the automatic operation.
  • preliminary preparations of various types of steel bars are prefabricated to obtain a plurality of integral precast steel skeletons; further, in each embodiment, according to the target steel frame requirements,
  • the preliminary finished parts of the steel bars are prefabricated, specifically: according to the requirements of the target steel frame, the preliminary finished parts of each type of steel are automatically prefabricated.
  • an automatic control device is used to control the prefabrication processing device, and each type of steel bar to be processed is automatically prefabricated according to the target steel bar skeleton demand.
  • the prefabricated steel frame is completed by the steel processing team in the steel processing factory.
  • the steel processing team is based on the previous steel deepening drawings and prefabricated steel skeleton drawings.
  • the main bars, stirrups and steel mesh are used. , made into a whole prefabricated steel skeleton in the form of binding, welding, etc.
  • the prefabrication process is implemented by using a prefabrication processing device, for example, the prefabrication processing device is disposed adjacent to the pre-processing device, and is used for prefabricating various types of pre-formed steel parts to obtain a plurality of integral prefabricated steel bars. skeleton.
  • the prefabrication processing device is disposed adjacent to the pre-processing device for prefabricating various types of pre-formed steel parts to obtain a plurality of integral precast steel skeletons; in one embodiment, the prefabrication The processing device is provided with an acquiring device, a prefabricated platform, a ligating device and a second welding device, wherein the ligating device and the second welding device are respectively disposed on the prefabricated platform, and the obtaining device is disposed adjacent to the prefabricated platform; In one embodiment, the prefabrication processing device is provided with an acquisition device, a prefabrication platform, a positioning and positioning device, a stereoscopic molding device, a ligating device and a second welding device, the positioning and positioning device, and the stereoscopic molding device.
  • the ligating device and the second welding device are respectively disposed on the prefabricated platform, and the obtaining device is disposed adjacent to the prefabricated platform; further, the number of the ligating devices may be one, two or Multiple, as such, the number of the second welding devices may be one, two or more. Further, the obtaining device is further disposed adjacent to the pre-processing device.
  • the obtaining device is configured to obtain preliminary pieces of various types of steel bars after pre-processing, and transfer them to the prefabricated platform;
  • the binding device is configured to perform pre-treatment according to the requirements of the prefabricated steel frame
  • the preliminary finished piece of the type of reinforcing bar is subjected to a lashing process; and the second welding device is used for welding the preliminary finished parts of each type of reinforcing steel after the pre-treatment according to the requirements of the prefabricated steel skeleton.
  • the positioning and positioning device is used for positioning and aligning the preliminary finished parts of each type of steel bar;
  • the three-dimensional forming device is used for three-dimensional forming processing of preliminary types of various types of steel bars.
  • the prefabricated platform is further provided with a second hanging rail and a second sliding block disposed under the second hanging rail, and the second welding device is fixedly disposed under the second sliding rod, such that It is easy to carry out welding work.
  • the ligating device is or includes a steel bar binding machine (also referred to as a reinforcing bar binding machine) for performing a lashing process on the preliminary finished steel piece to be ligated by mechanically controlled wire entanglement;
  • the second welding device For or including steel welding equipment, such as automatic CNC steel welding machines, for the welding of steel bars, for example, the welding of steel bars according to the target prefabricated steel frame.
  • the prefabrication processing device prefabricates various types of pre-formed steel rebars according to the building model provided by the building information model and its deepening design, and obtains a plurality of integral precast steel skeletons; for example, the prefabricated processing device is provided with prefabricated control
  • the pre-fabrication console is respectively connected to the prefabricated console, and the prefabricated console is configured to respectively control the acquisition device to acquire various types of pre-processed Placing a preliminary finished piece of steel and transferring it to the prefabricated platform, controlling the ligating device to perform lashing treatment on the preliminary finished steel part of the lashing process by mechanically controlling the wire entanglement method, and controlling the second welding device to realize welding of the steel bar, so that It is conducive to automatic operation.
  • the steel bar prefabrication processing method further comprises the steps of: automatically: The preliminary finished parts of the steel bars are classified, coded and stacked.
  • the storage device automatically classifies, codes, and stacks the preliminary finished parts of each type of steel bar; specifically, the storage device is disposed adjacent to the pre-processing device for classifying the preliminary finished parts of each type of steel bar.
  • the storage device is provided with a stacking platform, a sorting device, a stacking platform and a conveying device; the stacking platform is disposed adjacent to the pre-processing device, and the sorting device is disposed on the stacking platform, the conveying device One end of the conveying device is disposed on the stacking platform, and the other end of the conveying device is disposed adjacent to the prefabrication processing device; and, in another embodiment, the storage device is provided with a stacking platform, a sorting device, and an encoding device a stacking platform and a conveying device; the stacking platform is disposed adjacent to the pre-processing device, the sorting device and the encoding device are respectively disposed on the stacking platform, and one end of the conveying device is disposed on the stacking On the platform, the other end of the conveying device is disposed adjacent to the prefabricated processing device.
  • the sorting device is configured to classify preliminary pieces of various types of steel bars, and, for example, the encoding device is used to add identification codes to preliminary pieces of various types of steel bars that are classified and placed in order to distinguish and use the classified objects. Preliminary finished parts of various types of steel bars.
  • the sorting device is or includes a mechanical arm, one end of which is fixedly disposed on the stacking platform, and the other end has a clamping structure or a magnetic adsorption structure, and the mechanical arm is used to perform the pre-processing device
  • the preliminary finished parts of each type of steel bars obtained after the previous processing are classified and placed on the stacking platform, for example, the mechanical arms are used to classify the preliminary finished parts of various types of steel bars obtained by the pre-treatment device.
  • the mechanical arm is provided with a weight sensor for sensing the type of the preliminary finished product of the steel bar processed by the mechanical arm through the weight sensor
  • the robot is placed on the stacking platform; for example, the robot arm is provided with a connected camera and a processor, and the camera is used to obtain preliminary products of various types of steel bars obtained after the preliminary processing to be classified.
  • An image of the device is sorted by the processor according to a preset condition, and the robot arm is used to determine by the camera and the processor
  • the type of the primary finished piece of the steel bar processed by the robot arm is then placed into the stacking platform by type.
  • the sorting device includes a conveyor belt and a push rod, the transport belt and the push rod are respectively disposed on the stacking platform, and one end of the conveyor belt extends to the outside of the stacking platform and abuts the previous period Processing device, each type of rebar preliminary product obtained by the pre-processing device after being pre-processed is transported to the stacking platform through the conveyor belt, and is pushed and pushed by the push rod to the stacking platform; for example
  • the sorting device further includes a connected camera and a processor, the processor is further connected to the push rod, and the camera is configured to obtain an image of each type of rebar preliminary product obtained after the pre-processing of the classification, Sorting by the processor according to a preset condition, and controlling the push rod classification to be pushed onto the stacking platform.
  • the encoding device includes an encoding output structure and an identification code pasting structure, and the encoding output structure is configured to respectively output preliminary identification pieces of various types of reinforcing bars placed according to the classification device, respectively outputting corresponding identification codes, and The identification code pasting structure pastes the identification code onto the corresponding preliminary piece of reinforcing steel.
  • this design is especially suitable for indoor prefabrication processing and storage of the finished steel parts, and is also conducive to the identification and identification of the prefabricated steel skeleton obtained later.
  • pre-processing device and the unloading device are integrally configured as an integrated pre-processing device; or the pre-processing device and the pre-processing device are integrally configured as an integrated pre-preprocessing device; or The cutting device, the pre-processing device and the pre-processing device are integrally arranged as an integrated processing device.
  • preliminary preparations of various types of steel bars are prefabricated to obtain a plurality of integral prefabricated steel skeletons, which specifically includes: according to the target steel frame requirements, automatically obtaining the respective positions from the stacking position according to the coding
  • the preliminary finished parts of the type of steel are prefabricated for the preliminary finished parts of each type of steel, and a number of integral prefabricated steel skeletons are obtained.
  • the preliminary finished parts of each type of steel are automatically obtained from the stacking position according to the code, and the preliminary finished parts of each type of steel are automatically prefabricated to obtain a plurality of integral precast steel skeletons.
  • a storage device is further disposed between the pre-processing device and the pre-processing device, and the storage device is disposed adjacent to the pre-processing device for classifying and storing the preliminary finished parts of each type of steel bar, and Each type of rebar preliminary finished part is conveyed to the prefabricated processing apparatus.
  • the storage device is provided with a stacking platform, a sorting device, a stacking platform and a conveying device; the stacking platform is disposed adjacent to the pre-processing device, a sorting device is disposed on the stacking platform, one end of the conveying device is disposed on the stacking platform, and the other end of the conveying device is disposed adjacent to the prefabricated processing device; for example, in one embodiment
  • the storage device is provided with a stacking platform, a sorting device, an encoding device, a stacking platform and a conveying device; the stacking platform is disposed adjacent to the pre-processing device, and the sorting device and the encoding device are respectively disposed on the stacking On the platform, one end of the conveying device is disposed on the stacking platform, and the other end of the conveying device is disposed adjacent to the prefabrication processing device.
  • the sorting device is configured to classify preliminary pieces of various types of steel bars, and, for example, the encoding device is used to add identification codes to preliminary pieces of various types of steel bars that are classified and placed in order to distinguish and use the classified objects. Preliminary finished parts of various types of steel bars.
  • the sorting device is or includes a mechanical arm, one end of which is fixedly disposed on the stacking platform, and the other end has a clamping structure or a magnetic adsorption structure, and the mechanical arm is used to perform the pre-processing device
  • the preliminary finished parts of each type of steel bars obtained after the previous processing are classified and placed on the stacking platform, for example, the mechanical arms are used to classify the preliminary finished parts of various types of steel bars obtained by the pre-treatment device.
  • the mechanical arm is provided with a weight sensor for sensing the type of the preliminary finished product of the steel bar processed by the mechanical arm through the weight sensor
  • the robot is placed on the stacking platform; for example, the robot arm is provided with a connected camera and a processor, and the camera is used to obtain preliminary products of various types of steel bars obtained after the preliminary processing to be classified.
  • An image of the device is sorted by the processor according to a preset condition, and the robot arm is used to determine by the camera and the processor Type Initial finished steel member processed by said robotic arm, and then classified by type placed on the stacking platform.
  • the sorting device includes a conveyor belt and a push rod, the transport belt and the push rod are respectively disposed on the stacking platform, and one end of the conveyor belt extends to the outside of the stacking platform and abuts the previous period Processing device, each type of rebar preliminary product obtained by the pre-processing device after being pre-processed is transported to the stacking platform through the conveyor belt, and is pushed and pushed by the push rod to the stacking platform; for example
  • the sorting device further includes a connected camera and a processor, the processor is further connected to the push rod, and the camera is configured to obtain an image of each type of rebar preliminary product obtained after the pre-processing of the classification, Sorting by the processor according to a preset condition, and controlling the push rod classification to be pushed onto the stacking platform.
  • the encoding device includes an encoding output structure and an identification code pasting structure, and the encoding output structure is configured to respectively output preliminary identification pieces of various types of reinforcing bars placed according to the classification device, respectively outputting corresponding identification codes, and The identification code pasting structure pastes the identification code onto the corresponding preliminary piece of reinforcing steel.
  • this design is especially suitable for indoor prefabrication processing and storage of the finished steel parts, and is also conducive to the identification and identification of the prefabricated steel skeleton obtained later.
  • the prefabrication processing device is provided with a prefabricated platform, a ligating device and a second welding device, and the ligating device and the second welding device are respectively disposed on the prefabricated platform, and the other end of the conveying device is Prefabricated platforms are disposed adjacent to each other, and the conveying device is configured to transport each type of rebar preliminary product on the stacking platform to the prefabricated platform, and the ligating device and the second welding device are ligated and Welding, obtaining a number of integral prefabricated steel skeletons. In this way, it is possible to realize the prefabrication of the steel bar in the general assembly line operation, and obtain a plurality of integral precast steel skeletons.
  • each of the precast steel skeletons is output in the construction order.
  • each of the prefabricated steel skeletons is output according to the construction sequence, specifically: according to the target steel frame requirements, each of the precast steel skeletons is automatically output according to the construction sequence.
  • an automatic control device is used to control the output device, and each of the prefabricated steel skeletons is automatically output according to the construction order according to the target steel frame demand. In this way, the trouble of using a large number of personnel to assemble steel bars at the construction site is eliminated.
  • the prefabricated steel skeletons are output in the order of construction, specifically: the prefabricated steel skeletons are output to the construction site according to the construction sequence.
  • the prefabricated steel bar skeletons are output in the construction order and directly output to the construction site, thereby eliminating the need for a large number of personnel at the construction site by the conventional technology.
  • the trouble of assembling steel bars is conducive to the realization of an automated production process, and the steps of the steel bar prefabrication processing method can be realized at or near the construction site, which improves the reliability of the processing quality while saving the labor force and greatly reducing
  • the number of staff on the construction work surface has improved the construction efficiency and also helped to improve the quality of the project.
  • the outputting the precast steel skeletons in the construction order is implemented by using an output device, for example, the output device is disposed adjacent to the prefabrication processing device, and the output device is configured to be adjacent to the construction site, according to the construction Each of the prefabricated steel skeletons is sequentially output to the construction site. Further, the output device is disposed adjacent to the prefabrication processing device, and the output device is configured to be disposed adjacent to the construction site, and outputting each of the prefabricated steel bars to the construction site according to a construction sequence.
  • the output device is provided with a label structure for labeling each of the prefabricated steel skeletons in a construction sequence, and then outputting to the construction site by the output device in a construction order, so that it is convenient
  • the orderly processing of each of the prefabricated steel skeletons is realized, which ensures the rapidity and accuracy of the construction of the steel bars, so that the construction of the steel bars can be carried out efficiently.
  • each of the prefabricated steel skeletons is output according to a construction sequence, specifically: outputting each of the precast steel skeletons according to a construction sequence, and hoisting each of the precast steel skeletons to a corresponding construction position at the construction site; or, according to a construction sequence
  • the steel bar prefabrication processing method further comprises the steps of: hoisting each of the precast steel skeletons to a corresponding construction position at the construction site.
  • the lifting is implemented by using a lifting device, for example, the lifting device is disposed adjacent to the output device, and the lifting device is configured to hoist each of the precast steel skeletons according to a construction sequence to a corresponding construction at the construction site. position.
  • the hoisting device is provided with at least two hoisting regions, each of the hoisting regions is for accommodating the prefabricated steel frame, and each of the hoisting regions is provided with a construction timing indicator portion, and the construction timing indicator portion is used And marking the construction sequence of the precast steel skeleton in the hoisting area; thus, the construction can be more efficient and accurate, and the requirements for the on-site construction personnel are reduced, and only the prefabricated steel skeletons need to be placed in the order of identification. Just fine.
  • the steel bar prefabrication processing method further comprises the steps of: for the prefabricated steel skeleton of the beam member, the main ends of the beam ends are spliced a bending anchor connection and/or an end plate anchoring connection, the connecting member of the beam end directly anchored into the beam end after lifting; and/or, for the precast steel frame of the column member and/or the shear wall member, a small amount is reserved in the horizontal direction
  • the edge reinforcing bars are welded or tied and lapped, and the vertical direction is reserved for the main ribs with sufficient anchoring length for tying or welding lap joints, or a sleeve connection is reserved; and/or, for the prefabricated steel skeleton of the slab member, the edge is reserved A small amount of steel mesh is lapped and lapped.
  • the beam end splicing adopts a form including a main rib bending anchor, an end plate anchoring connection, and the like to enhance structural integrity.
  • the beam end splicing mainly adopts the end plate anchoring connection mode, and the main rib bending anchor connection mode, which is beneficial to the lifting member steel frame lap joint strength, especially the beam end splicing strength.
  • the prefabricated steel processing method further comprises the steps of: inspecting, and adjusting according to the inspection result. Make up. In this way, it is possible to avoid small-probability error events that may occur due to the pre-automatic operation. By checking and adjusting and replenishing, it is beneficial to ensure the excellent quality of the construction project and its steel works.
  • the reinforcing steel is deepened according to the target project to obtain the target steel skeleton demand.
  • the invention and its various embodiments can adopt the building model provided by the Building Information Model (BIM) and the deepening design thereof, and the building information model refers to jointly establishing the building by means of collaboration, visualization and improvement of output value.
  • the model plays a very important role in the life cycle of the building.
  • the deepening design of BIM includes the information related to the collision check and the drawing optimization collaborative collection project.
  • the BIM model is created to check the collision, irrationality, error, failure to meet the design requirements, and the ceiling clearance cannot meet the requirements. Then, the questions and BIM modification suggestions are reflected to the various participants. Each participant updates their professional design drawings according to these questions.
  • BIM updates the BIM model according to the updated drawing information for collaborative verification, so that each participant's majors
  • the information data is collaboratively operated on the unified platform of BIM, and the information data is completely shared, so that the communication of each link is smoother, and the quality of the drawings is guaranteed to solve the problem of uncoordinated construction in the early stage.
  • the building information model is used to deepen the steel bar to obtain the target steel bar skeleton demand.
  • the rebar deepening according to the target project is implemented by using a building information model.
  • the building information model is used to deepen the steel bar; further, the building information model is used to deepen the steel bar according to the target project, and the target steel bar skeleton demand is obtained.
  • the deepening of the steel bar according to the target project includes splitting the steel bar skeleton of the component according to the target project, checking the steel bar collision of the joint portion of each component, and determining the construction sequence of the steel bar skeleton of each component.
  • the deepening of the steel bar according to the target project further includes obtaining a general parameter of the steel bar skeleton detail or the steel bar skeleton.
  • the digital output is used to automatically rewind the steel bar processing equipment.
  • the steel bar prefabrication processing method further includes the steps of: deepening the steel bars according to the target project to obtain the target steel bar skeleton requirements, that is, according to the target steel bar skeleton requirements, Obtaining several types of steel bars to be treated, respectively, for each type of steel bars to be processed, and before obtaining various types of steel bars to be processed, the steel bar prefabrication processing method further comprises the steps of: deepening the steel bars according to the target project, obtaining the Target steel frame requirements.
  • the steel bar prefabrication processing method further comprises the steps of: using the building information model to carry out the steel bar deepening according to the target project, and obtaining the target steel bar skeleton demand.
  • a steel bar prefabrication processing method includes the steps of: using a building information model to deepen the steel bar according to the target project, and obtaining a target steel bar skeleton demand; according to the target steel bar skeleton demand, acquiring several types of steel bars to be processed, respectively for each type
  • the steel bars to be treated are opened to obtain various types of steel bars to be processed; according to the target steel bar skeleton requirements, each type of steel bar to be treated is pre-processed to obtain preliminary pieces of various types of steel bars; according to the target Reinforcement skeleton requirements, prefabrication of various types of pre-formed steel parts, to obtain a number of overall prefabricated steel skeletons; according to the target steel skeleton requirements, each of the precast steel skeletons is output in the order of construction.
  • the steel bar prefabrication processing method further comprises the steps of: automatically transmitting each of the precast steel skeletons according to the construction time sequence according to the target steel reinforcement skeleton demand Go to the corresponding construction location.
  • a steel bar prefabrication processing method includes the steps of: obtaining a plurality of types of steel bars to be treated according to a target steel bar skeleton demand, respectively unloading each type of steel bars to be processed, and obtaining various types of steel bars to be processed; Describe the target steel frame requirements, pre-process all types of steel bars to be processed, and obtain preliminary pieces of various types of steel bars; according to the target steel frame requirements, pre-fabrication of various types of steel bars to obtain preliminary parts
  • the prefabricated steel skeleton; according to the target steel skeleton demand, the precast steel skeletons are output according to the construction sequence; according to the target steel skeleton requirements, the precast steel skeletons are automatically transmitted to the corresponding construction positions according to the construction sequence.
  • the prefabricated steel bar skeleton can be automatically transferred to the corresponding construction position according to the construction sequence, and can be directly used at the construction position, so that the construction steps and the steel frame used are well organized, and there is no disorder. Worry.
  • the steel bar prefabrication processing method before the materializing each type of steel bars to be processed, further comprises the steps of: obtaining the stakeout results; and, respectively, opening the respective types of steel bars to be treated Specifically, according to the results of the stakeout, each type of steel bars to be treated is separately opened.
  • a method for prefabricating a steel bar includes the steps of: obtaining a stake out result according to a target steel frame requirement; obtaining a plurality of types of steel bars to be treated, and respectively performing a material for each type of steel bar to be treated according to the staked result;
  • Each type of steel bar to be treated; according to the target steel bar skeleton requirements, each type of steel bar to be treated is pre-processed to obtain preliminary types of various types of steel bars; according to the target steel bar skeleton requirements, for each type of steel bar
  • the preliminary finished parts are prefabricated to obtain a plurality of integral precast steel skeletons; according to the target steel skeleton requirements, each of the precast steel skeletons is output in the construction order.
  • obtaining stakeout results includes: using BIM to directly perform reinforcement stakeout and obtain stakeout results.
  • the BIM is directly subjected to the steel bar stakeout, and the stakeout results are directly output or converted and output to the steel bar production equipment, thereby realizing automatic unloading and automatic processing of the steel bars, which greatly reduces the occurrence of stakeout errors and rework.
  • the cutting device, the pre-processing device, the pre-processing device and the output device in one embodiment, the cutting device, the pre-processing device, the prefabrication
  • the processing device and the output device have a standardized modular structure. In this way, it is convenient to relocate and move the cutting device, the pre-processing device, the pre-processing device and the output device to adapt to the construction location in different regions.
  • the pre-processing device, the pre-processing device and the output device are integrally provided Base structure. In this way, it is convenient to move the pre-processing device, the pre-processing device and the output device as a whole.
  • the cutting device, the pre-processing device, the pre-processing device and the output device are respectively provided with a chassis.
  • the cutting device, the pre-processing device, the pre-processing The device and the output device are respectively provided with a chassis.
  • the pre-processing device, the pre-processing device and the output device in one embodiment, are respectively disposed in a container or a movable base. In this way, the cutting device, the pre-processing device, the pre-processing device and the output device can be conveniently transported to a construction location in different regions by means of transportation, and can also be quickly assembled and transported. Really realized pre-casting of steel bars at the construction site.
  • the processing quality is reliable, the processing efficiency is high, the material loss is small, the demand for the artificial labor is small, and the part of the construction work surface is reduced.
  • the work industry has shortened most of the construction period; it has reduced the number of workers on the construction work surface, thereby reducing the disturbance of the construction workers on the finished steel products, and reducing the cracking of the floor slab due to the low steel bar, and the lack of steel protective layer.
  • an example of an application is to transport the first type of steel bars to be treated and the second type of steel bars to be treated to the steel mesh stacking area, respectively, and use steel bar bending equipment such as smart steel bar bending robots in the steel bar bending production area
  • steel bar bending equipment such as smart steel bar bending robots
  • the small shearing and bending equipment production area adopts small shearing and bending equipment.
  • the shear bending equipment production area adopts XQ120 shearing equipment and G2L32E-2 bending equipment.
  • the skeleton processing table comprises a first beam-column steel frame processing table and a second beam-column steel frame processing table for processing, and a plurality of integral pre-cast steel skeletons are obtained in the finished temporary storage area, and transport equipment such as a motor, a conveyor belt or a boom is output to Construction Site.
  • the cutting device is disposed in a steel mesh stacking area
  • the pre-processing device is disposed in a steel bar production area, a small shear bending and a wire drawing device production area, and a shear bending device production area, the prefabrication process
  • the device is disposed on a plurality of shear wall steel skeleton processing stations and two beam and column steel skeleton processing stations, and the output device is disposed in the finished temporary storage area;
  • the factory adopting the steel bar prefabrication processing method adopts a standardized modularization scheme It is made into a standard workshop that can be quickly transferred and assembled.
  • the floor space is about 60m*30m and the ground is 100mm concrete.
  • the overall power consumption of the factory is about 100KVA; the actual production capacity of eight hours per day is about 27 tons;
  • the relatively standard steel members such as beams and columns can be pre-selected and assembled in the factory to reduce the installation and binding time on the site.
  • embodiments of the present invention further include a steel bar prefabrication processing method formed by combining the technical features in the above embodiments, which may also be referred to as a field reinforcement prefabrication processing method or near the construction site.
  • the prefabricated processing method of the steel bar can easily realize the prefabrication of the steel bar at the construction site or at a position close to the construction site.
  • the steel bar prefabrication processing method can be realized on the site or in the periphery of the engineering project; or, by adopting the steel bar prefabrication processing method, the steel bar processing factory can be arranged on the project site or in the periphery, and the material opening and processing of the steel bar is completed by the equipment automation centralized Then, the steel bars of each component (such as beams, columns, shear walls, etc.) are bundled and welded into a steel frame and a steel mesh. The whole lifting is transported to the construction work surface, and the assembly is quickly assembled and assembled.
  • each component such as beams, columns, shear walls, etc.
  • the concrete can be poured, and the steel mesh generally refers to a combination of flat steel bars or a combination of flat steel bars for secondary processing, such as vertical and horizontal steel bars in the floor, shear wall wall Reinforcing mesh, restraining edge members, reinforcing mesh, etc.; steel bar skeleton generally refers to three-dimensional steel bar combination, such as steel bars in beams and columns, shear wall steel bars, cap steel bars, steel bars of basement members, steel bars of structural structures, etc. The degree has improved the construction quality of steel bars and shortened the construction period of steel bars.

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Abstract

一种钢筋预制加工方法，包括以下步骤：根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各待处理钢筋进行开料，得到钢筋待处理件；对各钢筋待处理件进行前期处理，得到钢筋初步成品件；对各钢筋初步成品件进行预制处理，得到若干预制钢筋骨架；按施工顺序输出各预制钢筋骨架。这样能够节约人工劳动力，减少施工人员对钢筋作业成品的扰动，避免因钢筋踩踏导致后期楼板开裂、钢筋保护层不足等工程质量问题。

Description

钢筋预制加工方法 技术领域
本发明涉及钢筋预制加工，特别是涉及钢筋预制加工方法。
背景技术
建筑物当中的构件主要有：楼(屋)面、墙体、柱子、基础等。其与结构构件的概念不尽相同，结构构件是构成结构受力骨架的要素，当然也包括梁、板、墙体、柱子、基础等，但它一般是按照构件的受力特征划分的，分为受弯构件、受压构件、受拉构件、受扭构件、压弯构件等。
目前国内工程项目的钢筋工程施工，通常是在工程现场设钢筋加工车间，对钢筋原材料(直条原料、盘条原料等)进行开料、成型(主筋、箍筋)，然后运输到施工作业面钢筋绑扎和焊接。传统工艺的绝大部分钢筋绑扎及焊接工作在施工面完成。具体工艺流程如下；1)钢筋的人工放样；2)基于人工操作的钢筋开料及成型；3)钢筋运输至施工作业面；4)钢筋绑扎、焊接及机械连接。
但是，这样的施工操作，需要大量现场人力资源，具体地说，传统工艺存在钢筋开料、钢筋成型(弯曲、切断)、钢筋的绑扎和焊接等大量人工工作，施工质量良莠不齐，不易于控制。并且，传统工艺在施工作业面上的都是由人工作业完成，劳动力投入大，施工周期长。此外，由于传统工艺的绝大部分钢筋绑扎及焊接，都是由工人在施工作业面完成，大量的人员走动对钢筋作业成品影响大，通常出现因踩踏引起钢筋错位、钢筋保护层不足等现象，导致如楼板开裂、钢筋外露等严重工程问题。
因此，需要优化现有施工方式。
发明内容
基于此，有必要提供一种钢筋预制加工方法。
一种钢筋预制加工方法，其包括步骤：
根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；
根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；
根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；
根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。
上述钢筋预制加工方法，能够自动开料和自动处理得到预制钢筋骨架，在提升加工质量可靠性的同时节约了人工劳动力，极大地降低了在施工作业面的工作人员数量，减少施工人员对钢筋作业成品的扰动，避免了如因钢筋踩低导致后期楼板开裂、钢筋保护层不足等工程质量问题，并且，还可以在施工时直接采用按施工顺序自动输出的各所述预制钢筋骨架，在施工作业面迅速组合拼装成型，从而有利于缩短施工周期以及提升工程质量。
在其中一个实施例中，根据目标工程进行钢筋深化，得到所述目标钢筋骨架需求。
在其中一个实施例中，所述根据目标工程进行钢筋深化，包括根据目标工程进行构件的钢筋骨架拆分、排查各构件结合部位的钢筋碰撞以及确定各构件的钢筋骨架的施工顺序；进一步地，还包括获取钢筋骨架详图或钢筋骨架的通用参数。
在其中一个实施例中，所述根据目标工程进行钢筋深化，采用建筑信息模型方式实现。
在其中一个实施例中，根据所述钢筋深化成果，采用数字化输出到钢筋加工设备进行自动化开料。
在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架之后，所述钢筋预制加工方法还包括步骤：根据所述目标钢筋骨架需求，按施工时序自动传送各所述预制钢筋骨架到相应的施工位置。
在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架，具体为：按施工顺序输出各所述预制钢筋骨架到施工现场。
在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：检查，并根据检查结果进行调位与补扎。上述钢筋预制加工方法可以确保钢筋工程的质量，避免疏漏，确保过 程精品与结构精品。
在其中一个实施例中，所述前期处理，包括调直、截断、弯箍及/或焊接。
在其中一个实施例中，所述钢筋初步成品件，包括纵向钢筋结构与横向钢筋结构。
在其中一个实施例中，所述分别对各类型的待处理钢筋进行开料之前，所述钢筋预制加工方法还包括步骤：获取放样成果；并且，所述分别对各类型的待处理钢筋进行开料，具体为：根据所述放样成果，分别对各类型的待处理钢筋进行开料。上述钢筋预制加工方法能够适应放样成果进行自动开料，使得开料更为准确、有效。
在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：对于梁构件的所述预制钢筋骨架，梁端拼接采用主筋弯锚连接及/或端板锚固连接，吊装后梁端主筋直接锚入梁端的连接构件；及/或，对于柱构件及/或剪力墙构件的所述预制钢筋骨架，水平方向采用预留少量边缘钢筋进行焊接或绑扎搭接，竖直方向采用预留足够锚固长度主筋进行绑扎或焊接搭接，或者预留套筒连接；及/或，对于板构件的所述预制钢筋骨架，边缘预留少量钢筋网片进行绑扎搭接。
附图说明
图1为本发明一实施例的示意图。
图2为本发明另一实施例的示意图。
具体实施方式
为使本发明的上述目的、特征和优点能够更加明显易懂，下面结合附图对本发明的具体实施方式做详细的说明。在下面的描述中阐述了很多具体细节以便于充分理解本发明。但是本发明能够以很多不同于在此描述的其它方式来实施，本领域技术人员可以在不违背本发明内涵的情况下做类似改进，因此本发明不受下面公开的具体实施例的限制。
需要说明的是，当元件被称为“固定于”或“设置于”另一个元件，它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个 元件，它可以是直接连接到另一个元件或者可能同时存在居中元件。本文所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明的目的，并不表示是唯一的实施方式。
除非另有定义，本文所使用的所有的技术和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同。本文中在本发明的说明书中所使用的术语只是为了描述具体的实施方式的目的，不是旨在于限制本发明。本文所使用的术语“及/或”包括一个或多个相关的所列项目的任意的和所有的组合。
如图1所示，本发明的一个实施例是，一种钢筋预制加工方法，其包括步骤：根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。上述钢筋预制加工方法，能够自动开料和自动处理得到预制钢筋骨架，在提升加工质量可靠性的同时节约了人工劳动力，极大地降低了在施工作业面的工作人员数量，减少施工人员对钢筋作业成品的扰动，避免了如因钢筋踩低导致后期楼板开裂、钢筋错位、钢筋保护层不足等工程质量问题，并且，还可以在施工时直接采用按施工顺序自动输出的各所述预制钢筋骨架，在施工作业面迅速组合拼装成型，从而有利于缩短施工周期以及提升工程质量。例如，如图2所示，本发明的一个实施例是，一种钢筋预制加工方法，其包括步骤：根据目标钢筋骨架需求，自动获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行自动开料，得到各类型的钢筋待处理件；根据所述目标钢筋骨架需求，自动对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；根据所述目标钢筋骨架需求，自动对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；根据所述目标钢筋骨架需求，按施工顺序自动输出各所述预制钢筋骨架。这样，有利于实现自动化和流水化的自动生产，节约人力资源。
例如，一种钢筋预制加工方法，其包括以下步骤。
例如，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类 型的待处理钢筋进行开料，得到各类型的钢筋待处理件；开料亦称下料，是指确定制作某个设备或产品所需的钢筋材料形状、数量或质量后，从整个或整批钢筋材料中截取下一定形状、数量或质量的材料的操作过程，例如对于钢筋原料，经过放样或者编程之后进行数控切割，将钢筋原料制作成加工钢筋结构及后续所述钢筋初步成品件的单个零件或结构件，即上述钢筋待处理件。进一步地，各实施例中，分别对各类型的待处理钢筋进行开料，具体为：分别对各类型的待处理钢筋进行自动开料；例如，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件，具体为：根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行自动开料，得到各类型的钢筋待处理件。进一步地，各实施例中，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，具体为：根据目标钢筋骨架需求，自动获取若干类型的待处理钢筋；这样，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件，即为：根据目标钢筋骨架需求，自动获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件，其余实施例以此类推。例如，根据目标钢筋骨架需求，自动获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件，具体为：采用自动控制设备控制开料装置，根据所述目标钢筋骨架需求，自动获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件，其余实施例以此类推。
进一步地，所述开料采用开料装置实现，例如，所述开料装置设置承载台与切割装置，所述承载台设置有进料端与出料端，所述切割装置设置于所述承载台上，所述切割装置用于对所述承载台上的各类型的待处理钢筋进行开料切割得到各类型的钢筋待处理件；例如，所述切割装置为钢筋切割机例如钢筋定长切割机等，用于切割待处理钢筋。
为了便于传送所述承载台上的各类型的待处理钢筋以便于所述切割装置进行开料切割，进一步地，所述承载台设有载料件，所述载料件包括开设于所述承载台上的载料槽以及设置于所述载料槽中的若干滚动件，所述载料槽的延伸方向与所述开料装置的出料方向相同，各所述滚动件的滚动轴垂直于所述载料 槽的延伸方向，各所述滚动件用于共同向所述出料端输送待处理钢筋。进一步地，各所述滚动件中，包括至少一个主动件与若干个从动件，所述载料件还包括设置于所述承载台上的驱动电机与减速器(亦称减速机)，所述驱动电机的输出轴通过所述减速器连接所述主动件的转动轴，所述驱动电机用于通过所述减速器减速后驱动所述主动件转动；例如，各所述从动件用于在所述主动件转动时跟随转动；例如，所述减速器包括减速连杆组件或者减速齿轮组；又如，所述驱动电机的输出轴通过所述减速器分别连接各所述主动件的转动轴。这样，可以通过驱动电机带动各所述滚动件转动，以使各所述滚动件共同作用，实现沿着所述载料槽向所述出料端输送待处理钢筋，使得开料切割得到各类型的钢筋待处理件的输出是可控的，有利于所述前期处理装置进行处理。为了实现大量处理待处理钢筋以实现开料，进一步地，所述载料件的数量为多个。这样，所述开料装置可以实现同时处理多件待处理钢筋。进一步地，多个所述载料件的所述载料槽及其中的所述滚动件相同或相异设置，例如，多个所述载料件的所述载料槽的宽度及/或深度相异设置，这样，所述开料装置可以实现同时处理多种或多件待处理钢筋。
例如，根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；进一步地，各实施例中，根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，具体为：根据所述目标钢筋骨架需求，自动对各类型的钢筋待处理件进行前期处理。例如采用自动控制设备控制前期处理装置，根据所述目标钢筋骨架需求，自动对各类型的钢筋待处理件进行前期处理。在其中一个实施例中，所述前期处理，包括调直、截断、弯箍及/或焊接。在其中一个实施例中，所述钢筋初步成品件，包括纵向钢筋结构与横向钢筋结构。例如，纵向钢筋结构包括朝一个方向延伸的、横向或纵向安装的钢筋结构，例如成品箍筋等；横向钢筋结构包括朝两个方向延伸的、横向或纵向安装的钢筋结构，例如钢筋网片等。例如，通过前期处理得到的钢筋初步成品件，用在后续步骤的预制处理中，以得到主筋、成品箍筋、钢筋网片等供下一步预制钢筋骨架的初步成品件。
进一步地，所述前期处理采用前期处理装置实现，例如，所述前期处理装置与所述出料端相邻设置，用于对各类型的钢筋待处理件进行前期处理，得到 各类型的钢筋初步成品件。例如，所述前期处理装置与所述出料端相邻设置，用于对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；进一步地，所述前期处理装置设置工作台以及设置于所述工作台上的调直装置、截断装置、弯箍装置、套丝装置与第一焊接装置。其中，所述调直装置用于将进行开料切割得到的各类型的钢筋待处理件进行调直处理；所述截断装置用于将进行开料切割得到的各类型的钢筋待处理件进行截断处理，及/或用于将进行调直处理后的各类型的钢筋待处理件进行截断处理；所述弯箍装置用于将进行开料切割得到的各类型的钢筋待处理件进行弯箍处理，及/或用于将进行调直处理后的各类型的钢筋待处理件进行弯箍处理，及/或用于将进行截断处理后的各类型的钢筋待处理件进行弯箍处理；所述套丝装置用于将待套丝处理的各类型的钢筋待处理件进行套丝处理；所述第一焊接装置用于对进行开料切割得到的各类型的钢筋待处理件进行焊接处理，及/或用于将进行调直处理后的各类型的钢筋待处理件进行焊接处理，及/或用于将截断处理后的各类型的钢筋待处理件进行焊接处理，及/或用于将弯箍处理后的各类型的钢筋待处理件进行焊接处理。可以理解，所述前期处理装置对各类型的钢筋待处理件进行前期处理，所述前期处理包括调直处理、截断处理、弯箍处理及/或焊接处理，得到各类型的钢筋初步成品件，对于钢筋待处理件通过前期处理得到钢筋初步成品件来说，可能需要经过调直处理、截断处理、弯箍处理及焊接处理中的一种、两种、三种或四种，根据实际需求执行所述前期处理中的一种、两种、三种或四种即可。例如，所述调直装置为或包括机械调直机，用于通过机械调直方式对待调直处理的钢筋待处理件进行调直处理，例如，所述机械调直机为自动数控机械调直机；又如，所述调直装置还包括至少一组调直定位结构，每组调直定位结构包括对称设置的一对调直定位件，所述一对调直定位件共同用于固定待调直处理的钢筋待处理件。例如，所述截断装置为或包括钢筋切断机(亦称钢筋截断机)，用于通过机械切割方式对待截断处理的钢筋待处理件进行截断处理，例如，所述钢筋切断机为自动数控钢筋切断机；又如，所述截断装置还包括至少一组截断固定结构，每组截断固定结构包括对称设置的一对截断固定件，所述一对截断固定件共同用于固定待截断处理的钢筋待处理件。例如，所述弯箍装置为或包括钢筋弯箍机，用于通过机械弯箍方式对待弯箍处理的钢筋待处理件进行弯箍 处理，例如，所述钢筋弯箍机为自动数控钢筋弯箍机；又如，所述第一焊接装置为钢筋焊接装置，例如自动数控钢筋焊接机等，用于实现钢筋的焊接；可以理解，“第一焊接装置”中的“第一”仅仅是为了与后面出现的其他焊接装置进行名称上的区分，不应理解为对于“第一焊接装置”的结构限定，其余实施例以此类推。进一步地，所述工作台上还设置有移动轨道结构，所述开料装置开料切割得到的各类型的钢筋待处理件输出到所述移动轨道结构上，顺序输送到所述调直装置、所述截断装置、所述弯箍装置与所述第一焊接装置处，根据需求分别进行调直处理、截断处理、弯箍处理与焊接处理。进一步地，所述工作台上还设置有第一吊轨及滑动设置于所述第一吊轨下方的第一滑块，所述第一焊接装置固定设置于所述第一滑块下方，这样，可以方便地进行焊接作业。例如，所述前期处理装置设置前期处理控制台，所述调直装置、所述截断装置、所述弯箍装置及所述第一焊接装置分别与所述前期处理控制台相连接，所述前期处理控制台用于分别控制所述调直装置通过机械调直方式对待调直处理的钢筋待处理件进行调直处理，控制所述截断装置通过机械切割方式对待截断处理的钢筋待处理件进行截断处理，控制所述弯箍装置通过机械弯箍方式对待弯箍处理的钢筋待处理件进行弯箍处理及控制所述第一焊接装置实现钢筋的焊接，这样，有利于实现自动化操作。
例如，根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；进一步地，各实施例中，根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，具体为：根据所述目标钢筋骨架需求，自动对各类型的钢筋初步成品件进行预制处理。例如采用自动控制设备控制预制处理装置，根据所述目标钢筋骨架需求，自动对各类型的钢筋待处理件进行预制处理。例如，预制钢筋骨架由钢筋加工班组在钢筋加工厂中完成，钢筋加工班组基于前期的钢筋深化图纸、预制钢筋骨架图纸，借助批量化生产的工具及加工工艺，将主筋、箍筋及钢筋网片，以绑扎、焊接等形式制作成整体的预制钢筋骨架。
进一步地，所述预制处理采用预制处理装置实现，例如，所述预制处理装置与所述前期处理装置相邻设置，用于对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架。进一步地，所述预制处理装置与所述前期 处理装置相邻设置，用于对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；在其中一个实施例中，所述预制处理装置设置获取装置、预制平台、绑扎装置与第二焊接装置，所述绑扎装置与所述第二焊接装置分别设置于所述预制平台上，所述获取装置与所述预制平台相邻设置；在其中一个实施例中，所述预制处理装置设置获取装置、预制平台、定位及调位装置、立体成型装置、绑扎装置与第二焊接装置，所述定位及调位装置、所述立体成型装置、所述绑扎装置与所述第二焊接装置分别设置于所述预制平台上，所述获取装置与所述预制平台相邻设置；进一步地，所述绑扎装置的数量可以为一个、二个或多个，同样地，所述第二焊接装置的数量可以为一个、二个或多个。进一步地，所述获取装置还与所述前期处理装置相邻设置。其中，所述获取装置用于获取进行前期处理后的各类型的钢筋初步成品件，移送至所述预制平台上；所述绑扎装置用于根据预制钢筋骨架的要求，将进行前期处理后的各类型的钢筋初步成品件进行绑扎处理；所述第二焊接装置用于根据预制钢筋骨架的要求，将进行前期处理后的各类型的钢筋初步成品件进行焊接处理。其中，所述定位及调位装置用于对各类型的钢筋初步成品件进行定位及调位处理；所述立体成型装置用于对各类型的钢筋初步成品件进行立体成型处理。进一步地，所述预制平台上还设置有第二吊轨及滑动设置于所述第二吊轨下方的第二滑块，所述第二焊接装置固定设置于所述第二滑块下方，这样，可以方便地进行焊接作业。例如，所述绑扎装置为或包括钢筋绑扎机(亦称钢筋捆扎机)，用于通过机械控制扎丝缠绕方式对待绑扎处理的钢筋初步成品件进行绑扎处理；又如，所述第二焊接装置为或包括钢筋焊接装置，例如自动数控钢筋焊接机等，用于实现钢筋的焊接，例如根据目标预制钢筋骨架实现钢筋的焊接。例如，所述预制处理装置根据建筑信息模型所提供的建筑模型及其深化设计对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；例如，所述预制处理装置设置预制控制台，所述获取装置、所述绑扎装置及所述第二焊接装置分别与所述预制控制台相连接，所述预制控制台用于分别控制所述获取装置获取进行前期处理后的各类型的钢筋初步成品件并移送至所述预制平台上、控制所述绑扎装置通过机械控制扎丝缠绕方式对待绑扎处理的钢筋初步成品件进行绑扎处理及控制所述第二焊接装置实现钢筋的焊接，这样，有利于实现自动化操作。
进一步地，得到各类型的钢筋初步成品件之后，以及根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理之前，所述钢筋预制加工方法还包括步骤：自动对各类型的钢筋初步成品件进行分类、编码及堆放。例如，采用存放装置自动对各类型的钢筋初步成品件进行分类、编码及堆放；具体的，所述存放装置与所述前期处理装置相邻设置，用于对各类型的钢筋初步成品件进行分类存放，以及将各类型的钢筋初步成品件输送到所述预制处理装置，各类型的钢筋初步成品件及各预制钢筋骨架，采用人工或信息化手段进行分类、编码及识别，如建筑信息模型手段、二维码、条形码、射频识别技术等。这样，钢筋的加工通过数控自动化的钢筋生产线邻近施工现场进行，在自动化预制钢筋流水线中，自动进行放样、调直、截断、弯箍和焊接网片，制作成主筋、成品箍筋、钢筋网片等供下一步预制钢筋骨架的初步成品，并按需求进行分类、编码及堆放。进一步地，所述存放装置设置堆放平台、分类装置、堆放平台与输送装置；所述堆放平台与所述前期处理装置相邻设置，所述分类装置设置于所述堆放平台上，所述输送装置的一端设置于所述堆放平台上，所述输送装置的另一端与所述预制处理装置相邻设置；又如，在其中一个实施例中，所述存放装置设置堆放平台、分类装置、编码装置、堆放平台与输送装置；所述堆放平台与所述前期处理装置相邻设置，所述分类装置与所述编码装置分别设置于所述堆放平台上，所述输送装置的一端设置于所述堆放平台上，所述输送装置的另一端与所述预制处理装置相邻设置。例如，所述分类装置用于将各类型的钢筋初步成品件分类放置，又如，所述编码装置用于将分类放置的各类型的钢筋初步成品件添加识别码，以便区分和使用分类放置的各类型的钢筋初步成品件。进一步地，所述分类装置为或包括机械臂，所述机械臂一端固定设置于所述堆放平台，另一端具有夹持结构或者磁性吸附结构，所述机械臂用于将所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件分类放置到所述堆放平台上，例如，所述机械臂用于将所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件分类放置到所述堆放平台上的边缘位置处；又如，所述机械臂设置有重量感应器，所述机械臂用于通过所述重量感应器感应所述机械臂所处理的钢筋初步成品件的类型，然后按类型分类放置到所述堆放平台上；又如，所述机械臂设置有相连接的摄像头及处理器，所述摄像头用于获取 待分类的前期处理后得到的各类型的钢筋初步成品件的图像，由所述处理器按预设条件进行分类，所述机械臂用于通过所述摄像头及处理器确定所述机械臂所处理的钢筋初步成品件的类型，然后按类型分类放置到所述堆放平台上。例如，所述分类装置包括传输带以及推杆，所述传输带以及所述推杆分别设置于所述堆放平台上，且所述传输带的一端延伸至所述堆放平台外部并邻接所述前期处理装置，所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件通过所述传输带传输至所述堆放平台，并由所述推杆分类推放到所述堆放平台上；例如，所述分类装置还包括相连接的摄像头及处理器，所述处理器还连接所述推杆，所述摄像头用于获取待分类的前期处理后得到的各类型的钢筋初步成品件的图像，由所述处理器按预设条件进行分类，并控制所述推杆分类推放到所述堆放平台上。这样，可以较好地将前期处理得到的各类型的钢筋初步成品件分类放置，以便于后续对各类型的钢筋初步成品件进行预制处理。进一步地，所述编码装置包括编码输出结构与识别码粘贴结构，所述编码输出结构用于根据所述分类装置分类放置的各类型的钢筋初步成品件，分别输出相应的识别码，并由所述识别码粘贴结构将所述识别码粘贴到相应的钢筋初步成品件上。相对于传统的在施工面露天施工，这样的设计特别适合室内预制加工以及存放钢筋初步成品件，还有利于后续得到的预制钢筋骨架的标识与识别使用。进一步地，所述前期处理装置及所述开料装置集成设置为一体化前期开料处理设备；或者，所述前期处理装置及所述预制处理装置集成设置为一体化前期预制处理设备；或者，所述开料装置、所述前期处理装置及所述预制处理装置集成设置为一体化处理设备。
进一步地，根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架，具体包括：根据所述目标钢筋骨架需求，根据编码自动从堆放位置获取各类型的钢筋初步成品件，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架。例如，根据所述目标钢筋骨架需求，根据编码自动从堆放位置获取各类型的钢筋初步成品件，对各类型的钢筋初步成品件自动进行预制处理，得到若干整体的预制钢筋骨架。
进一步地，所述前期处理装置与所述预制处理装置之间还设置存放装置，所述存放装置与所述前期处理装置相邻设置，用于对各类型的钢筋初步成品件 进行分类存放，以及将各类型的钢筋初步成品件输送到所述预制处理装置。为了进一步便于实现分类放置各类型的钢筋初步成品件，进一步地，所述存放装置设置堆放平台、分类装置、堆放平台与输送装置；所述堆放平台与所述前期处理装置相邻设置，所述分类装置设置于所述堆放平台上，所述输送装置的一端设置于所述堆放平台上，所述输送装置的另一端与所述预制处理装置相邻设置；又如，在其中一个实施例中，所述存放装置设置堆放平台、分类装置、编码装置、堆放平台与输送装置；所述堆放平台与所述前期处理装置相邻设置，所述分类装置与所述编码装置分别设置于所述堆放平台上，所述输送装置的一端设置于所述堆放平台上，所述输送装置的另一端与所述预制处理装置相邻设置。例如，所述分类装置用于将各类型的钢筋初步成品件分类放置，又如，所述编码装置用于将分类放置的各类型的钢筋初步成品件添加识别码，以便区分和使用分类放置的各类型的钢筋初步成品件。进一步地，所述分类装置为或包括机械臂，所述机械臂一端固定设置于所述堆放平台，另一端具有夹持结构或者磁性吸附结构，所述机械臂用于将所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件分类放置到所述堆放平台上，例如，所述机械臂用于将所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件分类放置到所述堆放平台上的边缘位置处；又如，所述机械臂设置有重量感应器，所述机械臂用于通过所述重量感应器感应所述机械臂所处理的钢筋初步成品件的类型，然后按类型分类放置到所述堆放平台上；又如，所述机械臂设置有相连接的摄像头及处理器，所述摄像头用于获取待分类的前期处理后得到的各类型的钢筋初步成品件的图像，由所述处理器按预设条件进行分类，所述机械臂用于通过所述摄像头及处理器确定所述机械臂所处理的钢筋初步成品件的类型，然后按类型分类放置到所述堆放平台上。例如，所述分类装置包括传输带以及推杆，所述传输带以及所述推杆分别设置于所述堆放平台上，且所述传输带的一端延伸至所述堆放平台外部并邻接所述前期处理装置，所述前期处理装置进行前期处理后得到的各类型的钢筋初步成品件通过所述传输带传输至所述堆放平台，并由所述推杆分类推放到所述堆放平台上；例如，所述分类装置还包括相连接的摄像头及处理器，所述处理器还连接所述推杆，所述摄像头用于获取待分类的前期处理后得到的各类型的钢筋初步成品件的图像，由所述处理器按预 设条件进行分类，并控制所述推杆分类推放到所述堆放平台上。这样，可以较好地将前期处理得到的各类型的钢筋初步成品件分类放置，以便于后续对各类型的钢筋初步成品件进行预制处理。进一步地，所述编码装置包括编码输出结构与识别码粘贴结构，所述编码输出结构用于根据所述分类装置分类放置的各类型的钢筋初步成品件，分别输出相应的识别码，并由所述识别码粘贴结构将所述识别码粘贴到相应的钢筋初步成品件上。相对于传统的在施工面露天施工，这样的设计特别适合室内预制加工以及存放钢筋初步成品件，还有利于后续得到的预制钢筋骨架的标识与识别使用。进一步地，所述预制处理装置设置预制平台、绑扎装置与第二焊接装置，所述绑扎装置与所述第二焊接装置分别设置于所述预制平台上，所述输送装置的另一端与所述预制平台相邻设置，所述输送装置用于将所述堆放平台上的各类型的钢筋初步成品件输送到所述预制平台上，并由所述绑扎装置与所述第二焊接装置实现绑扎与焊接，得到若干整体的预制钢筋骨架。这样，就能够实现自动化流水线作业一般的钢筋预制加工，得到若干整体的预制钢筋骨架。由此，将在施工作业面进行的一些钢筋处理操作，转到施工现场或邻近施工现场的系列装置进行，使得施工现场或其施工位置可以直接得到按施工顺序输出的预制钢筋骨架，在施工位置处只要进行组合拼装即可，一方面节约了施工位置处的人力资源，减少了传统方式的大量施工人员对预制钢筋骨架成品的扰动，另一方面提高了施工效率，第三方面还有利于提升加工质量可靠性，避免了如因钢筋踩低导致后期楼板开裂、钢筋保护层不足等工程质量问题。
例如，根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。进一步地，各实施例中，根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架，具体为：根据所述目标钢筋骨架需求，按施工顺序自动输出各所述预制钢筋骨架。例如采用自动控制设备控制输出装置，根据所述目标钢筋骨架需求，按施工顺序自动输出各所述预制钢筋骨架。这样，免去了传统技术在施工现场采用大量人员进行拼装钢筋的麻烦。在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架，具体为：按施工顺序输出各所述预制钢筋骨架到施工现场。这样，采用所述钢筋预制加工方法，在得到若干整体的预制钢筋骨架之后，按施工顺序输出各所述预制钢筋骨架，直接输出到施工现场， 从而免去了传统技术在施工现场采用大量人员进行拼装钢筋的麻烦，有利于实现自动化的生产工艺，并且，所述钢筋预制加工方法的各步骤，可以在施工现场或其附近实现，在提升加工质量可靠性的同时节约了人工劳动力，极大地降低了在施工作业面的工作人员数量，提高了施工效率的同时，还有助于提升工程质量。
进一步地，所述按施工顺序输出各所述预制钢筋骨架采用输出装置实现，例如，所述输出装置与所述预制处理装置相邻设置，并且所述输出装置用于邻近施工现场设置，按施工顺序输出各所述预制钢筋骨架到所述施工现场。进一步地，所述输出装置与所述预制处理装置相邻设置，并且所述输出装置用于邻近施工现场设置，按施工顺序输出各所述预制钢筋骨架到所述施工现场。例如，所述输出装置设置有标签结构，所述标签结构用于按施工顺序将各所述预制钢筋骨架添加标签，然后由所述输出装置按施工顺序输出到所述施工现场，这样，可以方便地在施工现场实现各所述预制钢筋骨架的有序处理，保证了钢筋工程施工的快速性与准确性，使得钢筋工程施工能够得到高效进行。
进一步地，按施工顺序输出各所述预制钢筋骨架，具体为：按施工顺序输出各所述预制钢筋骨架，吊装各所述预制钢筋骨架到所述施工现场相应的施工位置；或者，按施工顺序输出各所述预制钢筋骨架之后，所述钢筋预制加工方法还包括步骤：吊装各所述预制钢筋骨架到所述施工现场相应的施工位置。进一步地，所述吊装采用吊装装置实现，例如，所述吊装装置与所述输出装置相邻设置，所述吊装装置用于按施工时序吊装各所述预制钢筋骨架到所述施工现场相应的施工位置。进一步地，所述吊装装置设置有至少二吊装区域，每一所述吊装区域用于容置所述预制钢筋骨架，且各所述吊装区域设置有施工时序标识部，所述施工时序标识部用于标识所述吊装区域中的所述预制钢筋骨架的施工时序；这样，可以使得施工更为高效及准确，且降低了对于现场施工人员的要求，只需要按标识顺序放置各所述预制钢筋骨架即可。
为了提升工程质量，进一步地，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：对于梁构件的所述预制钢筋骨架，梁端拼接采用主筋弯锚连接及/或端板锚固连接，吊装后梁端主筋直接锚入梁端的连接构件；及/或，对于柱构件及/或剪力墙构件的所述预制钢筋骨 架，水平方向采用预留少量边缘钢筋进行焊接或绑扎搭接，竖直方向采用预留足够锚固长度主筋进行绑扎或焊接搭接，或者预留套筒连接；及/或，对于板构件的所述预制钢筋骨架，边缘预留少量钢筋网片进行绑扎搭接。例如，梁端拼接采用包括主筋弯锚、端板锚固连接等形式以加强结构整体性。例如，梁端拼接主要采用端板锚固连接方式，配合主筋弯锚连接方式，这样，有利于提升构件钢筋骨架搭接强度特别是梁端拼接强度。为了进一步提升工程质量，在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：检查，并根据检查结果进行调位与补扎。这样，可以避免由于前期自动操作可能发生的小概率差错事件，通过检查及其调位与补扎，有利于确保建筑工程及其钢筋工程的优秀质量。
在其中一个实施例中，根据目标工程进行钢筋深化，得到所述目标钢筋骨架需求。本发明及其各实施例，可以采用建筑信息模型(Building Information Model，BIM)所提供的建筑模型及其深化设计，建筑信息模型是指透过协作化、可视化而且提升产值的方式来共同建立建筑模型，在建筑的生命周期中扮演了相当重要的角色。BIM的深化设计包括碰撞检查、图纸优化协同搜集项目各个参与方相关的信息数据创建BIM模型，检查各个专业之间碰撞、不合理、错误、达不到设计要求、天花板净空达不到要求等问题，然后把问题和BIM修改建议反应给各个参与方，各个参与方根据这些问题更新各自专业的设计图纸，BIM在根据更新过得图纸信息更新BIM模型进行协同验证，从而使各个参与方的各个专业的信息数据在BIM的统一平台进行协同作业，信息数据完全共享使得各个环节沟通更加流畅，图纸质量得到保证解决施工前期的不协调问题。进一步地，根据目标工程采用建筑信息模型进行钢筋深化，得到所述目标钢筋骨架需求。在其中一个实施例中，所述根据目标工程进行钢筋深化，采用建筑信息模型方式实现。例如，根据目标工程采用建筑信息模型方式进行钢筋深化；进一步地，根据目标工程采用建筑信息模型进行钢筋深化，得到所述目标钢筋骨架需求。在其中一个实施例中，所述根据目标工程进行钢筋深化，包括根据目标工程进行构件的钢筋骨架拆分、排查各构件结合部位的钢筋碰撞以及确定各构件的钢筋骨架的施工顺序。进一步地，所述根据目标工程进行钢筋深化还包括获取钢筋骨架详图或钢筋骨架的通用参数。进一步地，根据所述钢筋深化成果， 采用数字化输出到钢筋加工设备进行自动化开料。例如，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，根据所述钢筋深化成果，采用数字化输出到钢筋加工设备，分别对各类型的待处理钢筋进行自动化开料亦称为自动开料，得到各类型的钢筋待处理件。例如，根据目标钢筋骨架需求，获取若干类型的待处理钢筋之前，所述钢筋预制加工方法还包括步骤：根据目标工程进行钢筋深化，得到所述目标钢筋骨架需求，即，根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件之前，所述钢筋预制加工方法还包括步骤：根据目标工程进行钢筋深化，得到所述目标钢筋骨架需求。又如，根据目标钢筋骨架需求，获取若干类型的待处理钢筋之前，所述钢筋预制加工方法还包括步骤：根据目标工程采用建筑信息模型进行钢筋深化，得到所述目标钢筋骨架需求。例如，一种钢筋预制加工方法，其包括步骤：根据目标工程采用建筑信息模型进行钢筋深化，得到目标钢筋骨架需求；根据所述目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。其余实施例以此类推。这样，在工程施工前即可借助BIM等技术手段进行钢筋深化，重点进行以构件为单位的钢筋骨架拆分、排查结合部位的钢筋碰撞问题、考虑各构件的钢筋骨架之间的吊装顺序，保证了钢筋工程施工的快速、准确性、高效进行。
在其中一个实施例中，所述按施工顺序输出各所述预制钢筋骨架之后，所述钢筋预制加工方法还包括步骤：根据所述目标钢筋骨架需求，按施工时序自动传送各所述预制钢筋骨架到相应的施工位置。例如，一种钢筋预制加工方法，其包括步骤：根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；根据所述目标钢筋骨架需求，按施工顺序输出 各所述预制钢筋骨架；根据所述目标钢筋骨架需求，按施工时序自动传送各所述预制钢筋骨架到相应的施工位置。这样，采用所述钢筋预制加工方法，可以直接按施工时序自动传送各所述预制钢筋骨架到相应的施工位置，在施工位置直接使用即可，使得施工步骤和所用的钢筋骨架井井有条，无有错乱之忧。
在其中一个实施例中，所述分别对各类型的待处理钢筋进行开料之前，所述钢筋预制加工方法还包括步骤：获取放样成果；并且，所述分别对各类型的待处理钢筋进行开料，具体为：根据所述放样成果，分别对各类型的待处理钢筋进行开料。例如，一种钢筋预制加工方法，其包括步骤：根据目标钢筋骨架需求，获取放样成果；获取若干类型的待处理钢筋，根据所述放样成果，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。例如，获取放样成果，包括：采用BIM直接进行钢筋放样，获取放样成果。例如，将BIM直接进行钢筋放样，放样成果直接输出或经转换后输出到钢筋生产设备中，实现钢筋的自动开料及自动化加工，较大降低了放样错误以及返工的发生。
为了提升所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置的迁移能力，在其中一个实施例中，所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置具有标准化模块结构。这样，便于搬迁和移动所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置，以适应不同地域的施工位置。
为了提升所述前期处理装置、所述预制处理装置与所述输出装置的整体移动能力，在其中一个实施例中，所述前期处理装置、所述预制处理装置与所述输出装置具有一体设置的底座结构。这样，便于整体移动所述前期处理装置、所述预制处理装置与所述输出装置。
为了使得所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置方便移动，在其中一个实施例中，所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置分别设置有底盘。这样，便于快速移动所述 开料装置、所述前期处理装置、所述预制处理装置与所述输出装置。
为实现所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置的快速及标准化运输，在其中一个实施例中，所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置分别设置于集装箱或可移动底座中。这样，可以方便地将所述开料装置、所述前期处理装置、所述预制处理装置与所述输出装置通过运输方式运送到不同地域的施工位置，还能够实现快速地吊装拼装与转运，从而真正实现了的施工现场的钢筋预制加工。
上述各相关实施例，可以实现钢筋开料、钢筋成型由设备自动化进行，加工质量可靠、加工效率高材料损耗小、对人工劳动力需求量少，且减少了极大部分的施工作业面上的人工作业，缩短了大部分的施工周期；由于减少了施工作业面上的作业工人，进而减少施工人员对钢筋作业成品的扰动，减少了如因钢筋踩低导致后期楼板开裂、钢筋保护层不足等工程质量问题。
例如，一个应用的实例是，将第一类型待处理钢筋与第二类型待处理钢筋分别运送至钢筋网片堆放区，分别在钢筋弯箍生产区域采用钢筋弯箍设备例如智能钢筋弯箍机器人、小型剪切及弯曲设备生产区域采用小型剪切及弯曲设备，剪切弯曲设备生产区域采用XQ120型剪切设备及G2L32E-2型弯曲设备，若干10m*6m的剪力墙钢筋骨架加工台包括第一剪力墙钢筋骨架加工台、第二剪力墙钢筋骨架加工台、第三剪力墙钢筋骨架加工台与第四剪力墙钢筋骨架加工台，以及两个8m*6.5m的梁柱钢筋骨架加工台包括第一梁柱钢筋骨架加工台与第二梁柱钢筋骨架加工台，进行处理，在成品暂存转运区得到若干整体的预制钢筋骨架，运输设备例如电机、传送带或吊臂输出到施工现场。例如，所述开料装置设置于钢筋网片堆放区，所述前期处理装置设置于钢筋弯箍生产区域、小型剪切弯曲及套丝设备生产区域与剪切弯曲设备生产区域，所述预制处理装置设置于若干剪力墙钢筋骨架加工台与两个梁柱钢筋骨架加工台，所述输出装置设置于成品暂存转运区；例如，采用所述钢筋预制加工方法的工厂采用标准化模数化方案，制成可迅速转移拼装的标准厂房，占地面积约为60m*30m，地面为100mm混凝土；整体工厂用电量在100KVA左右；每天八小时的实际产能为27吨左右；成型钢筋加工完成后，梁柱等较为标准的钢筋构件可以在工厂内预选组装焊接成型，减少工地现场的安装绑扎时间。
需要说明的是，本发明的其它实施例还包括，上述各实施例中的技术特征相互组合所形成的、能够实施的钢筋预制加工方法，亦可称为现场钢筋预制加工方法或者靠近施工现场的钢筋预制加工方法，能够方便地在施工现场或者靠近施工现场的位置处实现钢筋预制加工。这样，可以在工程项目现场或周边实现所述钢筋预制加工方法；或者，采用所述钢筋预制加工方法，可以在工程项目现场或周边布置钢筋加工厂，钢筋的开料及加工由设备自动化集中化完成，随后将每个构件(如梁、柱、剪力墙等)的钢筋整体绑扎、焊接成钢筋骨架及钢筋网片，整体吊装运输至施工作业面，迅速组合拼装成型，经少量人工进行调位、补扎结合处，即可浇筑混凝土；其中，钢筋网片一般指平面的钢筋组合或由平面钢筋组合进行二次加工组合的立体钢筋组合，如楼板内的纵横向钢筋、剪力墙墙身钢筋网、约束边缘构件钢筋网等；钢筋骨架一般指立体的钢筋组合，如梁柱内的钢筋、剪力墙钢筋、承台钢筋、地下室构件的钢筋、构造结构的钢筋等，这样，极大程度提高了钢筋工程施工质量、缩短钢筋工程施工周期。
以上所述实施例的各技术特征可以进行任意的组合，为使描述简洁，未对上述实施例中的各个技术特征所有可能的组合都进行描述，然而，只要这些技术特征的组合不存在矛盾，都应当认为是本说明书记载的范围。
以上所述实施例仅表达了本发明的几种实施方式，其描述较为具体和详细，但并不能因此而理解为对发明专利范围的限制。应当指出的是，对于本领域的普通技术人员来说，在不脱离本发明构思的前提下，还可以做出若干变形和改进，这些都属于本发明的保护范围。因此，本发明专利的保护范围应以所附权利要求为准。

Claims (10)

  1. 一种钢筋预制加工方法，其特征在于，包括步骤：
    根据目标钢筋骨架需求，获取若干类型的待处理钢筋，分别对各类型的待处理钢筋进行开料，得到各类型的钢筋待处理件；
    根据所述目标钢筋骨架需求，对各类型的钢筋待处理件进行前期处理，得到各类型的钢筋初步成品件；
    根据所述目标钢筋骨架需求，对各类型的钢筋初步成品件进行预制处理，得到若干整体的预制钢筋骨架；
    根据所述目标钢筋骨架需求，按施工顺序输出各所述预制钢筋骨架。
  2. 根据权利要求1所述钢筋预制加工方法，其特征在于，根据目标工程进行钢筋深化，得到所述目标钢筋骨架需求。
  3. 根据权利要求2所述钢筋预制加工方法，其特征在于，所述根据目标工程进行钢筋深化，包括根据目标工程进行构件的钢筋骨架拆分、排查各构件结合部位的钢筋碰撞以及确定各构件的钢筋骨架的施工顺序。
  4. 根据权利要求2所述钢筋预制加工方法，其特征在于，所述根据目标工程进行钢筋深化，采用建筑信息模型方式实现。
  5. 根据权利要求1所述钢筋预制加工方法，其特征在于，所述按施工顺序输出各所述预制钢筋骨架之后，所述钢筋预制加工方法还包括步骤：根据所述目标钢筋骨架需求，按施工时序自动传送各所述预制钢筋骨架到相应的施工位置。
  6. 根据权利要求1所述钢筋预制加工方法，其特征在于，所述按施工顺序输出各所述预制钢筋骨架，具体为：按施工顺序输出各所述预制钢筋骨架到施工现场。
  7. 根据权利要求1所述钢筋预制加工方法，其特征在于，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：检查，并根据检查结果进行调位与补扎。
  8. 根据权利要求1所述钢筋预制加工方法，其特征在于，所述前期处理，包括调直、截断、弯箍及/或焊接。
  9. 根据权利要求1所述钢筋预制加工方法，其特征在于，所述分别对各类型的待处理钢筋进行开料之前，所述钢筋预制加工方法还包括步骤：获取放样成果；
    并且，所述分别对各类型的待处理钢筋进行开料，具体为：根据所述放样成果，分别对各类型的待处理钢筋进行开料。
  10. 根据权利要求1至9中任一项所述钢筋预制加工方法，其特征在于，所述按施工顺序输出各所述预制钢筋骨架到施工现场之后，所述钢筋预制加工方法还包括步骤：对于梁构件的所述预制钢筋骨架，梁端拼接采用主筋弯锚连接及/或端板锚固连接，吊装后梁端主筋直接锚入梁端的连接构件；及/或，对于柱构件及/或剪力墙构件的所述预制钢筋骨架，水平方向采用预留少量边缘钢筋进行焊接或绑扎搭接，竖直方向采用预留足够锚固长度主筋进行绑扎或焊接搭接，或者预留套筒连接；及/或，对于板构件的所述预制钢筋骨架，边缘预留少量钢筋网片进行绑扎搭接。
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