CN108521763A - The mesh sheet bending forming method of framework of steel reinforcement - Google Patents

The mesh sheet bending forming method of framework of steel reinforcement Download PDF

Info

Publication number
CN108521763A
CN108521763A CN201880000481.2A CN201880000481A CN108521763A CN 108521763 A CN108521763 A CN 108521763A CN 201880000481 A CN201880000481 A CN 201880000481A CN 108521763 A CN108521763 A CN 108521763A
Authority
CN
China
Prior art keywords
steel reinforcement
framework
target
demand
mesh sheet
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN201880000481.2A
Other languages
Chinese (zh)
Inventor
杨泓斌
黄万禧
刘灿团
李缙
陈祥祥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Bozhilin Robot Co Ltd
Original Assignee
Shenzhen Jun Ying Construction Technology Co Ltd
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.)
Filing date
Publication date
Application filed by Shenzhen Jun Ying Construction Technology Co Ltd filed Critical Shenzhen Jun Ying Construction Technology Co Ltd
Publication of CN108521763A publication Critical patent/CN108521763A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • B21F27/127—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 by bending preformed mesh
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D11/00—Bending not restricted to forms of material mentioned in only one of groups B21D5/00, B21D7/00, B21D9/00; Bending not provided for in groups B21D5/00 - B21D9/00; Twisting
    • B21D11/10—Bending specially adapted to produce specific articles, e.g. leaf springs
    • B21D11/12—Bending specially adapted to produce specific articles, e.g. leaf springs the articles being reinforcements for concrete
    • B21D11/125—Bending wire nets

Abstract

This application involves a kind of mesh sheet bending forming methods of framework of steel reinforcement, including step：The target member for obtaining building, determines target framework of steel reinforcement demand comprising for the demand of target framework of steel reinforcement according to target member demand；Target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow comprising for the demand of plane mesh sheet；According to plane mesh sheet requirements of combination, the preliminary finished parts of several reinforced mesh are obtained, the preliminary finished parts of each reinforced mesh are subjected to bending forming processing, obtain target framework of steel reinforcement.The mesh sheet bending forming method of above-mentioned framework of steel reinforcement can determine framework of steel reinforcement demand according to component demand, it converts three-dimensional framework of steel reinforcement demand to plane mesh sheet requirements of combination and produces the preliminary finished parts of reinforced mesh according to this, then further bending production obtains the target framework of steel reinforcement of reinforced mesh construction, processing quality reliability and the construction efficiency of operation side are greatly improved, is conducive to promote reinforced bar engineering quality.

Description

The mesh sheet bending forming method of framework of steel reinforcement
Technical field
This application involves steel bar meter treatment technologies, more particularly to the mesh sheet bending forming method of framework of steel reinforcement.
Background technology
Component in building mainly has：Building (room) face, wall, pillar, basis etc., can also be according to the stress of component Feature is divided into flexural member, compression member, tensional element, torsion member, bending component etc..
Traditional reinforced bar engineering mesh sheet construction, typically sets steel processing workshop in engineering site, (straight to raw material of reinforcement rebar Raw material, wire rod raw material etc.) sawing sheet, molding (main reinforcement, stirrup) are carried out, then transport the binding of operation side reinforcing bar and weldering It connects, that is, manually make reinforced mesh in operation side, then bent, bound and welded.
But such constructing operation, a large amount of live human resources are needed, specifically, traditional reinforced bar engineering reinforcing bar is applied Work technique, on operation side is completed by manual work, and labour's input is big, long construction period.Further, since passing The binding of most reinforcing bars and welding for technique of uniting are completed in operation side by worker, and a large amount of personnel walk about to steel Muscle operation finished product influences greatly, to generally occur within and cause phenomena such as reinforcing bar misplaces, cover to reinforcement is insufficient because trampling, floor such as is caused to be opened It splits, the serious engineering common fault problem such as reinforcing steel bars exposed, seriously affects the structure safety and performance of building.
Invention content
Based on this, it is necessary to provide a kind of mesh sheet bending forming side of the framework of steel reinforcement of improvement reinforced bar engineering mesh sheet construction Method.
A kind of mesh sheet bending forming method of framework of steel reinforcement comprising step：
The target member for obtaining building, determines target framework of steel reinforcement demand, wherein wrapping according to the target member demand Include the demand for target framework of steel reinforcement；
The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including for flat The demand of veil piece；
According to the plane mesh sheet requirements of combination, the preliminary finished parts of several reinforced mesh are obtained, by each reinforced mesh Preliminary finished parts carry out bending forming processing, obtain the target framework of steel reinforcement.
The mesh sheet bending forming method of above-mentioned framework of steel reinforcement, framework of steel reinforcement demand can be determined according to component demand, will be stood The framework of steel reinforcement demand of body is converted into plane mesh sheet requirements of combination and produces the preliminary finished parts of reinforced mesh according to this, then further Bending production obtains the target framework of steel reinforcement of reinforced mesh construction, greatly improves processing quality reliability, and construction is made The construction efficiency in industry face reduces the artificial of operation side, so avoid construction personnel to the interference of operation side and Unintentional destruction is conducive to promote reinforced bar engineering quality.
For example, obtaining the target member of building, specially：Target reinforced bar engineering is obtained, target reinforced bar engineering is split At several target members；For another example, target framework of steel reinforcement demand is determined according to the target member demand, specially：According to described Each target member of target reinforced bar engineering determines the target framework of steel reinforcement demand of each target member respectively.Wherein, institute It includes beam, column, shear wall wall body and edge member etc. to state target member.
After obtaining the target framework of steel reinforcement described in one of the embodiments, the mesh sheet of the framework of steel reinforcement is curved Foldable type method further includes step：It exports the target framework of steel reinforcement and carries out concatenation construction to construction surface.
The output target framework of steel reinforcement carries out concatenation construction to construction surface in one of the embodiments, specifically For：Several target frameworks of steel reinforcement, which are exported, by sequence of construction and are disposably lifted into construction surface carries out concatenation construction.
For example, execute the mesh sheet bending forming method of the framework of steel reinforcement at the construction field (site) or at construction site Each step, also, the output target framework of steel reinforcement carries out concatenation construction to construction surface, specially：At the construction field (site) or Person is exported several target frameworks of steel reinforcement and is disposably lifted into construction surface and spelled at construction site by sequence of construction Connect construction.
It obtains in one of the embodiments, after the target framework of steel reinforcement and the output target reinforcing bar Before skeleton carries out concatenation construction to construction surface, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：To each institute Target framework of steel reinforcement is stated to be classified and stacked transhipment.
It is described in one of the embodiments, to be classified to each target framework of steel reinforcement and stack transhipment, specially： Classified and stacked transhipment to each target framework of steel reinforcement using bar code, Quick Response Code or RFID.
In one of the embodiments, before several preliminary finished parts of reinforced mesh of acquisition, the framework of steel reinforcement Mesh sheet bending forming method further includes step：According to target framework of steel reinforcement demand, if obtaining the pending reinforcing bar of dry type, respectively Sawing sheet and welding networking are carried out to all types of pending reinforcing bars, obtain the preliminary finished parts of reinforced mesh.
For example, according to target framework of steel reinforcement demand, if the pending reinforcing bar and auxiliary bar of dry type are obtained, respectively to each The pending reinforcing bar of type carries out sawing sheet and welding networking, and carries out sawing sheet to all types of auxiliary bars, obtains including to match The preliminary finished parts of reinforced mesh of the auxiliary bar of set.
In one of the embodiments, in the target member for obtaining building or before, the net of the framework of steel reinforcement Piece bending forming method further includes step：Reinforcing bar in-depth is carried out to target reinforced bar engineering using Building Information Model mode.In this way, More acurrate in the way of Building Information Model it can efficiently realize the target member and subsequent step for obtaining building.
It is described in one of the embodiments, that reinforcing bar depth is carried out to target reinforced bar engineering using Building Information Model mode Change, specially：Using Building Information Model mode, as unit of target member, to the target framework of steel reinforcement of target member whole The target reinforced bar engineering of body is split, based on the reinforcing bar collision and target reinforcing bar for avoiding target framework of steel reinforcement binding site The factorial praluction of frame carries out reinforcing bar in-depth.
In one of the embodiments, before several preliminary finished parts of reinforced mesh of acquisition, the framework of steel reinforcement Mesh sheet bending forming method further includes step：Reinforcing bar setting-out is directly carried out using Building Information Model mode, according to target reinforcing bar Skeleton demand carries out sawing sheet and welding networking to all types of pending reinforcing bars respectively if obtaining the pending reinforcing bar of dry type, Obtain the preliminary finished parts of reinforced mesh.
The mesh sheet bending forming method of the framework of steel reinforcement specifically includes step in one of the embodiments,：Automatically it obtains Target reinforced bar engineering is taken, target reinforced bar engineering is split into several target members automatically；Using Building Information Model mode, with mesh Mark component is unit, is split in whole target reinforced bar engineering to the target framework of steel reinforcement of target member, based on avoiding mesh The factorial praluction of the reinforcing bar collision and target framework of steel reinforcement of marking framework of steel reinforcement binding site carries out reinforcing bar in-depth；According to described Each target member of target reinforced bar engineering determines the target framework of steel reinforcement demand of each target member, wherein institute respectively It includes the demand for target framework of steel reinforcement to state target framework of steel reinforcement demand, and the target member includes beam, column, shear wall wall body And/or edge member；Reinforcing bar setting-out is directly carried out using Building Information Model mode, according to target framework of steel reinforcement demand, automatically If obtaining the pending reinforcing bar and auxiliary bar of dry type, auto-cut and welding are carried out to all types of pending reinforcing bars respectively Networking, and auto-cut is carried out to all types of auxiliary bar, obtain include mating auxiliary bar reinforced mesh it is preliminary Finished parts；The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including for flat The demand of veil piece；According to the plane mesh sheet requirements of combination, if obtaining automatically at the construction field (site) or at construction site Each preliminary finished parts of reinforced mesh are carried out automatic bending forming processing, obtained described by the dry preliminary finished parts of reinforced mesh Target framework of steel reinforcement；Automatically classified to each target framework of steel reinforcement using bar code, Quick Response Code or RFID and stacked and turned Fortune；Export several target frameworks of steel reinforcement and disposable automatically by sequence of construction at the construction field (site) or at the construction site It is lifted into construction surface and carries out concatenation construction.
In this way, be conducive to carry out production reinforced mesh automatically according to reinforced bar engineering, the automatic bending forming and automatic of carrying out It is output to construction surface, processing quality reliability and the construction efficiency of operation side is further improved, greatly reduces and apply Work work surface it is artificial, and then avoid interference and unintentional destruction of the construction personnel to operation side, avoid such as because of steel Muscle step on it is low lead to the qualitative problems of construction such as later stage floor cracking, cover to reinforcement deficiency, be conducive to promoted reinforced bar engineering quality；And And be conducive to obtain target framework of steel reinforcement and rapid assembled formation in operation side sequence, to greatly improve construction effect Rate.
Description of the drawings
Fig. 1 is the schematic diagram of one embodiment of the application.
Specific implementation mode
In order to make the above objects, features, and advantages of the present application more apparent, below in conjunction with the accompanying drawings to the application Specific implementation mode be described in detail.Many details are elaborated in the following description in order to fully understand this Shen Please.But the application can be much to implement different from other manner described here, those skilled in the art can be not Similar improvement is done in the case of violating the application intension, therefore the application is not limited by following public specific embodiment.
It should be noted that when element is referred to as " being fixed on " or " being set to " another element, it can be directly another On one element or there may also be elements placed in the middle.When an element is considered as " connection " another element, it can be with It is directly to another element or may be simultaneously present centering elements.Term as used herein " vertically ", " level ", "left", "right" and similar statement for illustrative purposes only, be not offered as being unique embodiment.
Unless otherwise defined, all of technologies and scientific terms used here by the article and belong to the technical field of the application The normally understood meaning of technical staff is identical.The term used in the description of the present application is intended merely to description tool herein The purpose of the embodiment of body, it is not intended that in limitation the application.Term " and or " used herein includes one or more Any and all combinations of relevant Listed Items.
As shown in Figure 1, one embodiment of the application is, a kind of mesh sheet bending forming method of framework of steel reinforcement comprising Step：The target member for obtaining building, determines target framework of steel reinforcement demand, including right according to the target member demand In the demand of target framework of steel reinforcement；The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, Including the demand for plane mesh sheet；According to the plane mesh sheet requirements of combination, the preliminary finished product of several reinforced mesh is obtained Each preliminary finished parts of reinforced mesh are carried out bending forming processing, obtain the target framework of steel reinforcement by part.Wherein, reinforcing bar Mesh sheet refers generally to the reinforcing bar combination of plane or the reinforcing bar of generally plane combines；Framework of steel reinforcement refer generally to by plane reinforcing bar combine into The three-dimensional reinforcing bar combination of row secondary operation combination, such as vertically and horizontally reinforcing bar, shear wall wall body bar-mat reinforcement, the constrained edge structure in floor Part bar-mat reinforcement etc..The mesh sheet bending forming method of above-mentioned framework of steel reinforcement can determine framework of steel reinforcement demand according to component demand, raw The preliminary finished parts of reinforced mesh are produced, then further bending production obtains the target framework of steel reinforcement of reinforced mesh construction, greatly Processing quality reliability and the construction efficiency of operation side are improved, reduces the artificial of operation side, and then avoid Interference and unintentional destruction of the construction personnel to operation side is conducive to promote reinforced bar engineering quality.
One embodiment of the application is a kind of mesh sheet bending forming method of framework of steel reinforcement comprising in following steps Some or all of.
For example, obtaining the target member of building, target framework of steel reinforcement demand is determined according to the target member demand, It include the demand for target framework of steel reinforcement；For example, determining corresponding target framework of steel reinforcement according to the target member demand Demand；For example, obtaining the target member of building, specially：Target reinforced bar engineering is obtained, if target reinforced bar engineering is split into Dry target member；For another example, target framework of steel reinforcement demand is determined according to the target member demand, specially：According to the target Each target member of reinforced bar engineering determines the target framework of steel reinforcement demand of each target member respectively.Wherein, the mesh It includes beam, column, shear wall wall body and edge member etc. to mark component.In this way, using beam, column, shear wall wall body and edge member etc. As target member, the demand for splitting huge reinforced bar engineering is the relevant framework of steel reinforcement demand of component, then needs framework of steel reinforcement It asks and carries out next step conversion, simplify so that a large amount of artificial productions can be converted into mechanical assembly line automated production, from And improve engineering efficiency.
For example, the target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including For the demand of plane mesh sheet；For example, the target framework of steel reinforcement demand is converted to the plane mesh sheet combination intersected anyhow to be needed It asks, including：By the target framework of steel reinforcement demand according to building code requirements or technological requirement, the plane intersected anyhow is converted to Mesh sheet requirements of combination.Wherein, plane mesh sheet requirements of combination includes the demand for plane mesh sheet, that is to say, that in this step In, by the three-dimensional target framework of steel reinforcement demand, be converted to the plane mesh sheet requirements of combination intersected anyhow so that three-dimensional steel Tendons skeleton is changed into the combination of the reinforced mesh of plane, so that three-dimensional demand is converted into plane requirement, it is difficult to reduce production Degree so that three-dimensional framework of steel reinforcement is capable of the reinforced mesh of complanation to be produced, and has thereby determined that subsequent machinery certainly Dynamic metaplasia production is possibly realized, and significantly reduces the difficulty of automatic and mechanical production；It is appreciated that automatic production three-dimensional steel Tendons skeleton is very difficult, it is desirable that high, equipment is more and complex procedures, but is simplified to plane mesh sheet requirements of combination, ingenious Ground avoids these high requests, simplifies production equipment and production process.
For example, according to the plane mesh sheet requirements of combination, the preliminary finished parts of several reinforced mesh are obtained, by each reinforcing bar The preliminary finished parts of mesh sheet carry out bending forming processing, obtain the target framework of steel reinforcement.In this way, by by plane net chip architecture The preliminary finished parts of reinforced mesh carry out bending forming processing, it will be able to obtain three-dimensional framework of steel reinforcement, then can directly or Upper construction surface is constructed indirectly.
After obtaining the target framework of steel reinforcement described in one of the embodiments, the mesh sheet of the framework of steel reinforcement is curved Foldable type method further includes step：It exports the target framework of steel reinforcement and carries out concatenation construction to construction surface.For example, a kind of reinforcing bar The mesh sheet bending forming method of frame comprising step：The target member for obtaining building is determined according to the target member demand Target framework of steel reinforcement demand, including the demand for target framework of steel reinforcement；The target framework of steel reinforcement demand is converted to Anyhow the plane mesh sheet requirements of combination intersected, including the demand for plane mesh sheet；Need are combined according to the plane mesh sheet It asks, obtains the preliminary finished parts of several reinforced mesh, each preliminary finished parts of reinforced mesh are subjected to bending forming processing, are obtained The target framework of steel reinforcement；It exports the target framework of steel reinforcement and carries out concatenation construction to construction surface.In this way, obtaining target in production After framework of steel reinforcement, construction surface can be directly output to and carry out concatenation construction, so as at the construction field (site) or close to construction Using the mesh sheet bending forming method of herein described framework of steel reinforcement at scene, obtain being directly output to after target framework of steel reinforcement Construction site or its construction surface.
The output target framework of steel reinforcement carries out concatenation construction to construction surface in one of the embodiments, specifically For：Several target frameworks of steel reinforcement, which are exported, by sequence of construction and are disposably lifted into construction surface carries out concatenation construction.Further Ground executes each step or the portion of the mesh sheet bending forming method of the framework of steel reinforcement at the construction field (site) or at construction site Step by step, also, the output target framework of steel reinforcement carries out concatenation construction to construction surface, specially：At the construction field (site) or Person is exported several target frameworks of steel reinforcement and is disposably lifted into construction surface and spelled at construction site by sequence of construction Connect construction.It is described in one of the embodiments, to export each target framework of steel reinforcement by sequence of construction, specially：By construction Each target framework of steel reinforcement of Sequential output is to construction site.In this way, using the prefabricated processing method of the reinforcing bar, obtain it is several After whole target framework of steel reinforcement, each target framework of steel reinforcement is exported by sequence of construction, is directly output to construction site, from And the trouble that traditional technology carries out assembled reinforcing bar using a large amount of personnel at the construction field (site) is eliminated, it is advantageously implemented the life of automation Production. art, also, each step of the prefabricated processing method of the reinforcing bar, can at the construction field (site) or it is implemented around, being promoted plus Manual labor has been saved while work reliability, the crew numbers in operation side has been significantly reduced, carries While high construction efficiency, promotion construction quality is additionally aided.For example, according to the plane mesh sheet requirements of combination, if obtaining Each preliminary finished parts of reinforced mesh are carried out bending forming processing, obtain the target by the dry preliminary finished parts of reinforced mesh Framework of steel reinforcement, including or be specially：At the construction field (site) or at the construction site, according to the plane mesh sheet requirements of combination, The preliminary finished parts of several reinforced mesh are obtained, each preliminary finished parts of reinforced mesh are subjected to bending forming processing, obtain institute State target framework of steel reinforcement.For another example, a kind of mesh sheet bending forming method of framework of steel reinforcement comprising step：At the construction field (site) or The target member that building is obtained at construction site, target framework of steel reinforcement demand is determined according to the target member demand, Including the demand for target framework of steel reinforcement；By the target framework of steel reinforcement at the construction field (site) or at the construction site Demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including the demand for plane mesh sheet；At the construction field (site) or Person, according to the plane mesh sheet requirements of combination, obtains the preliminary finished parts of several reinforced mesh at construction site, will be each described The preliminary finished parts of reinforced mesh carry out bending forming processing, obtain the target framework of steel reinforcement.Each embodiment and so on.
In one of the embodiments, before several preliminary finished parts of reinforced mesh of acquisition, the framework of steel reinforcement Mesh sheet bending forming method further includes step：According to target framework of steel reinforcement demand, if obtaining the pending reinforcing bar of dry type, respectively Sawing sheet and welding networking are carried out to all types of pending reinforcing bars, obtain the preliminary finished parts of reinforced mesh.Further, described to obtain After to the preliminary finished parts of reinforced mesh and before several preliminary finished parts of reinforced mesh of acquisition, the framework of steel reinforcement Mesh sheet bending forming method further include step：Each preliminary finished parts of the reinforced mesh are classified and are stacked transhipment, for example, Classified and stacked transhipment to each preliminary finished parts of reinforced mesh using bar code, Quick Response Code or RFID.Further, Before several preliminary finished parts of reinforced mesh of acquisition, the mesh sheet bending forming method of the framework of steel reinforcement further includes step： According to target framework of steel reinforcement demand, if obtaining the pending reinforcing bar and auxiliary bar of dry type, respectively to all types of pending Reinforcing bar carries out sawing sheet and welding networking, and carries out sawing sheet to all types of auxiliary bar, obtains including mating auxiliary bar The preliminary finished parts of reinforced mesh.In this way, the preliminary finished parts of reinforced mesh have matching used auxiliary bar so that bar-mat reinforcement The preliminary finished parts of piece can directly be bound using matching used auxiliary bar together when carrying out bending forming processing And welding, process and the operation of situ configuration auxiliary bar are avoided, processing quality reliability and construction are further improved The construction efficiency of work surface.Wherein, described that sawing sheet and welding networking are carried out to all types of pending reinforcing bars respectively, including：Point It is other that sawing sheet is carried out to all types of pending reinforcing bars, then weld networking；For example, being carried out respectively to all types of pending reinforcing bars Sawing sheet obtains the pending part of all types of reinforcing bars, then welds networking to all types of pending parts of reinforcing bar.Further, institute Sawing sheet, including auto-cut are stated, for example, according to target framework of steel reinforcement demand, if obtaining the pending reinforcing bar and auxiliary of dry type Reinforcing bar carries out auto-cut and automatic welding networking to all types of pending reinforcing bars respectively, and to all types of auxiliary bars Carry out auto-cut, obtain include mating auxiliary bar the preliminary finished parts of reinforced mesh.Further, according to the mesh Framework of steel reinforcement demand is marked, if obtaining the pending reinforcing bar of dry type automatically；For example, using automatic control equipment control sawing sheet dress It sets, according to the target framework of steel reinforcement demand, if obtaining the pending reinforcing bar of dry type automatically, respectively to all types of pending Reinforcing bar carries out sawing sheet and welding networking, and carries out sawing sheet to all types of auxiliary bar, obtains including mating auxiliary bar Reinforced mesh preliminary finished parts, remaining embodiment.Further, the sawing sheet is realized using sawing sheet device, example Such as, the sawing sheet device setting plummer and cutter device, the plummer are provided with feed end and discharge end, the cutting dress It installs and is placed on the plummer, the cutter device is for opening all types of pending reinforcing bars on the plummer Material cutting obtains the pending part of all types of reinforcing bars；For example, the cutter device is bar cutter such as reinforcing bar fixed length cutting Machine etc., for cutting pending reinforcing bar.For the ease of transmitting all types of pending reinforcing bars on the plummer in order to institute It states cutter device and carries out sawing sheet cutting, further, the plummer is equipped with material containing part, and the material containing part is described including being opened in Material containing slot on plummer and several rolling members being set in the material containing slot, the extending direction of the material containing slot with it is described The discharging direction of sawing sheet device is identical, the axis of rolling of each rolling member perpendicular to the material containing slot extending direction, it is each described Rolling member to the discharge end for conveying pending reinforcing bar jointly.Further, in each rolling member, including it is at least one Driving link and several driven members, the material containing part further include the driving motor that is set on the plummer with retarder (also Claim speed reducer), the output shaft of the driving motor connects the rotation axis of the driving link, the driving electricity by the retarder Machine is used to after by the retarder slowing down that the driving link to be driven to rotate；For example, each driven member is used in the active Part follows rotation when rotating；For example, the retarder includes deceleration link assembly or train of reduction gears；For another example, the driving The output shaft of motor is separately connected the rotation axis of each driving link by the retarder.In this way, driving motor can be passed through Each rolling member rotation is driven, so that each rolling member collective effect, is realized along the material containing slot to the discharge end Convey pending reinforcing bar so that sawing sheet cuts to obtain the output of the reinforcing bar (the also referred to as pending part of reinforcing bar) of all types of well cuttings It is controllable.Pending reinforcing bar is largely handled to realize sawing sheet in order to realize, further, the quantity of the material containing part is more It is a.In this way, the sawing sheet device may be implemented to handle the pending reinforcing bar of more than one piece simultaneously.Further, multiple material containing parts The material containing slot and rolling member therein is identical or different setting, for example, the material containing slot of multiple material containing parts Width and/or the different setting of depth, in this way, the sawing sheet device may be implemented to handle the pending reinforcing bar of a variety of or more than one piece simultaneously.
Further, the sawing sheet and welding networking in, further include carry out pretreatment early period；For example, the early period is located in advance Reason is specially：According to the plane mesh sheet requirements of combination, pretreatment early period is carried out to the pending part of each reinforcing bar automatically, is obtained.Example Automatic control equipment control pretreatment unit early period is such as used to be waited for automatically each reinforcing bar according to the plane mesh sheet requirements of combination Handling member carries out pretreatment early period, for example, in the sawing sheet and welding networking step, reinforced mesh is obtained by pre-processing early period Preliminary finished parts.Early period pretreatment in one of the embodiments, including straightening, block, bending hoop and/or welding.At it In middle one embodiment, the pending part of reinforcing bar, including longitudinal reinforcement structure and transverse steel structure.For example, longitudinal reinforcement Structure includes bar construction, such as finished product stirrup extend in one direction, laterally or longitudinally installing etc.；Transverse steel structure Include bar construction extending towards both direction, laterally or longitudinally installing, such as the foundation structure etc. of reinforced mesh.For example, Pass through the plane mesh sheet for pre-processing early period to obtain main reinforcement, finished product stirrup, reinforced mesh combination etc. for next step target framework of steel reinforcement. Further, early period pretreatment is realized using pretreatment unit early period, for example, pretreatment unit early period with it is described go out Material end is disposed adjacent, for carrying out pretreatment early period to the pending part of all types of reinforcing bars, obtain all types of reinforcing bars tentatively at Product part.For example, pretreatment unit early period is disposed adjacent with the discharge end, for all types of pending parts of reinforcing bar into Row pretreatment early period, obtains the preliminary finished parts of all types of reinforcing bars；Further, workbench is arranged in pretreatment unit early period And it is set to machine straightening device, cutting device, bending hoop device, threading device and the first welder on the workbench.Its In, the machine straightening device is used to carry out the pending part of all types of reinforcing bars that sawing sheet is cut and carries out straightening processing；It is described Cutting device is used to carry out the pending part of all types of reinforcing bars that sawing sheet is cut and carries out truncation, and/or being used for will Carry out straightening treated that all types of pending parts of reinforcing bar carry out truncation；The bending hoop device is cut for that will carry out sawing sheet The pending part of all types of reinforcing bars that cut carries out bending hoop processing, and/or that treated for will carry out straightening is all types of The pending part of reinforcing bar carries out bending hoop processing, and/or for that will carry out the pending part progress of all types of reinforcing bars after truncation Bending hoop processing；The threading device is used to wait for that the pending part of all types of reinforcing bars of mantle fiber processing to carry out mantle fiber processing；It is described First welder is used to carry out soldering to carrying out the pending part of all types of reinforcing bars that sawing sheet is cut, and/or uses Soldering is carried out in straightening will be carried out treated all types of pending parts of reinforcing bar, and/or for will be after truncation The pending part of all types of reinforcing bars carries out soldering, and/or for by bending hoop treated all types of pending part of reinforcing bar Carry out soldering.It is appreciated that pretreatment unit early period carries out pretreatment early period to all types of pending parts of reinforcing bar, Pretreatment early period includes straightening processing, truncation, bending hoop processing and/or soldering, at the beginning of obtaining all types of reinforcing bars Finished parts are walked, the pending part of reinforcing bar are pre-processed to obtain for the preliminary finished parts of reinforcing bar by early period, it may be necessary to through toning Straight processing, truncation, bending hoop processing and one kind in soldering, two kinds, three kinds or four kinds, institute is executed according to actual demand State early period pretreatment in one kind, two kinds, three kinds or four kinds.For example, the machine straightening device is or including mechanical straightener, The pending part of reinforcing bar for treating straightening processing by mechanical straightening mode carries out straightening processing, for example, the machinery straightening Machine is automatic numerical control machinery straightener；For another example, the machine straightening device further includes at least one set of straightening location structure, and every group of straightening is fixed Bit architecture includes symmetrically arranged a pair of of straightening locating piece, and the pair of straightening locating piece, which is provided commonly for fixing, waits for straightening processing The pending part of reinforcing bar.For example, the cutting device is or including bar cropper (also known as bar cutter), for passing through machinery The pending part of reinforcing bar that cutting mode treats truncation carries out truncation, for example, the bar cropper is automatic numerical control Bar cropper；For another example, the cutting device further includes that at least one set blocks fixed structure, and it includes pair that every group, which is blocked fixed structure, Claim a pair of setting to block fixing piece, it is the pair of block fixing piece and be provided commonly for fixation wait for that the reinforcing bar of truncation is pending Part.For example, the bending hoop device is or including stirrup bender, the reinforcing bar for treating bending hoop processing by mechanical bending hoop mode Pending part carries out bending hoop processing, for example, the stirrup bender is automatic numerical control stirrup bender；For another example, first weldering Tipping is set to reinforcement welding device, such as automatic numerical control bar-welding machine etc., for realizing the welding of reinforcing bar；It is appreciated that " the " first " in one welder " is used for the purpose of carrying out differentiation nominally with other welders occurred below, does not answer It is interpreted as the structure qualification for " the first welder ", remaining embodiment and so on.Further, on the workbench also It is provided with moving track structure, the pending part of all types of reinforcing bars that the sawing sheet device sawing sheet is cut is output to the shifting On dynamic track structure, sequentially-fed to the machine straightening device, the cutting device, the bending hoop device and first welding fill Place is set, carries out straightening processing, truncation, bending hoop processing and soldering respectively according to demand.Further, the workbench On the first sliding block for being additionally provided with the first hanger rail and being slideably positioned in below first hanger rail, first welder fixes It is set to below first sliding block, in this way, weld job can be carried out easily.For example, pretreatment unit early period is set Set pretreatment early period console, the machine straightening device, the cutting device, the bending hoop device and first welder point It is not connected with early period pretreatment console, pretreatment console early period is logical for controlling the machine straightening device respectively The pending part progress straightening processing of reinforcing bar that mechanical straightening mode treats straightening processing is crossed, the cutting device is controlled and passes through machinery The pending part of reinforcing bar that cutting mode treats truncation carries out truncation, controls the bending hoop device and passes through mechanical bending hoop side The pending part of reinforcing bar that formula treats bending hoop processing carries out bending hoop processing and the welding of control the first welder realization reinforcing bar, In this way, being advantageously implemented automation mechanized operation.
Further, each preliminary finished parts of reinforced mesh are subjected to bending forming processing, specially：Automatically by each institute It states the preliminary finished parts of reinforced mesh and carries out bending forming processing.For example, according to the plane mesh sheet requirements of combination, several steel are obtained Each preliminary finished parts of reinforced mesh are carried out bending forming automatically and handle to obtain the target steel by the preliminary finished parts of muscle mesh sheet Tendons skeleton.For example, target framework of steel reinforcement is completed by steel bar meter teams and groups in reinforcement yard, steel bar meter teams and groups are based on early period Reinforcing bar in-depth drawing, target framework of steel reinforcement drawing will have mating auxiliary by the tool and processing technology of mass production The preliminary finished parts of reinforced mesh of reinforcing bar, make integral target framework of steel reinforcement in the form of bending, binding, welding etc..Into one Step ground, bending forming processing realized using bending forming processing unit, for example, the bending forming processing unit with it is described Early period, pretreatment unit was disposed adjacent, and for carrying out bending forming processing to all types of preliminary finished parts of reinforcing bar, was obtained several Whole target framework of steel reinforcement.Further, the bending forming processing unit is disposed adjacent with pretreatment unit early period, For carrying out bending forming processing to all types of preliminary finished parts of reinforcing bar, several whole target frameworks of steel reinforcement are obtained；At it In middle one embodiment, the bending forming processing unit setting acquisition device, bending forming platform, bending device, binding dress It sets and is respectively arranged on the bending forming platform with second welder with the second welder, the binding device, The acquisition device is disposed adjacent with the bending forming platform；The bending forming processing dress in one of the embodiments, Install acquisition device, bending forming platform, positioning and rackwork, bending device, stereoscopic moulding device, binding device and Two welders, the positioning and rackwork, the stereoscopic moulding device, the binding device and second welder It is respectively arranged on the bending forming platform, the acquisition device is disposed adjacent with the bending forming platform；Further, The quantity of the binding device can be one, two or more, and similarly, the quantity of second welder can be one It is a, two or more.Further, the acquisition device is also disposed adjacent with pretreatment unit early period.Wherein, described to obtain It takes device to carry out the pretreated preliminary finished parts of all types of reinforcing bars early period for obtaining, is transferred to the bending forming platform On；The bending device is used to carry out pretreated all types of reinforced mesh early period according to the plane mesh sheet requirements of combination Preliminary finished parts carry out bending process；The binding device is used for according to plane mesh sheet requirements of combination, will be each after bending process The preliminary finished parts of reinforced mesh of type carry out binding processing；Second welder is used to combine need according to plane mesh sheet It asks, the preliminary finished parts of pretreated all types of reinforced mesh early period will be carried out and carry out soldering.Wherein, it is described positioning and Rackwork is used to carry out positioning to all types of preliminary finished parts of reinforced mesh and positioning is handled；The stereoscopic moulding device is used In to all types of preliminary finished parts progress stereo shaping processing of reinforced mesh.Further, on the bending forming platform also The second sliding block for being provided with the second hanger rail and being slideably positioned in below second hanger rail, the second welder fixed setting Below second sliding block, in this way, weld job can be carried out easily.For example, the binding device is or including reinforcing bar Binding machine (also known as reinforcing-bar binding machine), the reinforced mesh for treating binding processing by Mechanical course tied silk canoe are preliminary Finished parts carry out binding processing；For another example, second welder is or including reinforcement welding device, such as automatic numerical control reinforcing bar Bonding machine etc., for realizing the welding of reinforcing bar, such as according to the welding of target target framework of steel reinforcement realization reinforcing bar.For example, described The buildings model and its Deepen Design that bending forming processing unit is provided according to Building Information Model are to all types of bar-mat reinforcements The preliminary finished parts of piece carry out bending forming processing, obtain several whole target frameworks of steel reinforcement；For example, the bending forming processing Device is arranged prefabricated console, the acquisition device, the binding device and second welder respectively with it is described prefabricated Console is connected, and the prefabricated console is pretreated all kinds of early period for controlling the acquisition device acquisition progress respectively The preliminary finished parts of reinforced mesh of type are simultaneously transferred on the bending forming platform, control the binding device and pass through Mechanical course The preliminary finished parts of reinforced mesh that tied silk canoe treats binding processing carry out binding processing and control the second welding dress The welding for realizing reinforcing bar is set, in this way, being advantageously implemented automation mechanized operation.
It obtains in one of the embodiments, after the target framework of steel reinforcement and the output target reinforcing bar Before skeleton carries out concatenation construction to construction surface, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：To each institute Target framework of steel reinforcement is stated to be classified and stacked transhipment.For example, a kind of mesh sheet bending forming method of framework of steel reinforcement comprising step Suddenly：Obtain building target member, target framework of steel reinforcement demand is determined according to the target member demand, including for The demand of target framework of steel reinforcement；The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, It include the demand for plane mesh sheet；According to the plane mesh sheet requirements of combination, the preliminary finished parts of several reinforced mesh are obtained, Each preliminary finished parts of reinforced mesh are subjected to bending forming processing, obtain the target framework of steel reinforcement；To each target Framework of steel reinforcement is classified and is stacked transhipment；It exports the target framework of steel reinforcement and carries out concatenation construction to construction surface.Wherein one It is described to be classified to each target framework of steel reinforcement and stack transhipment in a embodiment, specially：Using bar code, two dimension Code or RFID classify and are stacked transhipment to each target framework of steel reinforcement.In this manner it is achieved that effective classification and management, And automatic classification, machine recognition can be realized by bar code, Quick Response Code or RFID, it is thus achieved that the reinforced mesh of automation Framework of steel reinforcement production, management and output.For example, using bar code, Quick Response Code or RFID, automatically to each target reinforcing bar Frame is classified and is stacked transhipment.For example, being classified automatically to all types of preliminary finished parts of reinforcing bar using storing unit, being compiled Code and stacking；Specifically, the storing unit is disposed adjacent with pretreatment unit early period, for at the beginning of all types of reinforcing bars Step finished parts are stored classifiedly, and all types of preliminary finished parts of reinforcing bar are transported to the bending forming processing unit, The preliminary finished parts of all types of reinforcing bars and each bending forming skeleton, are classified, encoded and are known using artificial or information-based means Not, such as Building Information Model means, Quick Response Code, bar code, Radio Frequency Identification Technology.In this way, the processing of reinforcing bar by numerical control from The reinforcing steel bar production line of dynamicization adjacent to construction site carry out, in automate bending forming assembly line, automatically progress setting-out, straightening, It blocks, bending hoop and welded net, is fabricated to main reinforcement, finished product stirrup, reinforced mesh etc. for the preliminary of next step bending forming skeleton Finished product, and classified on demand, encoded and stacked.Further, storing unit setting stacking platform, sorter, Stacking platform and conveying device；The stacking platform is disposed adjacent with pretreatment unit early period, the sorter setting In on the stacking platform, one end of the conveying device is set on the stacking platform, the other end of the conveying device It is disposed adjacent with the bending forming processing unit；For another example, the storing unit setting heap is laid flat in one of the embodiments, Platform, sorter, code device, stacking platform and conveying device；The stacking platform is adjacent with pretreatment unit early period Setting, the sorter are respectively arranged at the code device on the stacking platform, and one end of the conveying device is set It is placed on the stacking platform, the other end of the conveying device is disposed adjacent with the bending forming processing unit.For example, institute Sorter is stated for classifying all types of preliminary finished parts of reinforcing bar, for another example, the code device is put for that will classify The preliminary finished parts addition identification code of all types of reinforcing bars set, so as to distinguish and using all types of reinforcing bars classified it is preliminary Finished parts.Further, the sorter is or including mechanical arm, and described mechanical arm one end is fixedly installed on the heap and is laid flat There is clamp structure or magnetic absorption structure, the mechanical arm to be used to carry out pretreatment unit early period for platform, the other end The preliminary finished parts of all types of reinforcing bars obtained after pretreatment early period classify on the stacking platform, for example, the machine Tool arm is used to pretreatment unit early period carrying out the preliminary finished parts of all types of reinforcing bars obtained after pretreatment early period to classify It is placed at the marginal position on the stacking platform；For another example, the mechanical arm is provided with weight induction device, and the mechanical arm is used In the type for incuding the preliminary finished parts of reinforcing bar handled by the mechanical arm by the weight induction device, then classify by type It is placed on the stacking platform；For another example, the mechanical arm is provided with the camera and processor being connected, and the camera is used The image of the preliminary finished parts of all types of reinforcing bars obtained after obtaining pretreatment early period to be sorted, by the processor by pre- If condition is classified, the mechanical arm is used to determine the reinforcing bar handled by the mechanical arm by the camera and processor The type of preliminary finished parts, then classifies on the stacking platform by type.For example, the sorter includes transmission Band and push rod, the transmission belt and the push rod are respectively arranged on the stacking platform, and one end of the transmission belt It extends to outside the stacking platform and adjacent pretreatment unit early period, pretreatment unit early period locate in advance early period The preliminary finished parts of all types of reinforcing bars obtained after reason are transmitted to the stacking platform by the transmission belt, and by the push rod Classification, which pushes away, to be put on the stacking platform；For example, the sorter further includes the camera and processor being connected, the place Reason device is also connected with the push rod, at the beginning of the camera is used to obtain all types of reinforcing bars obtained after pretreatment early period to be sorted The image for walking finished parts, is classified by the processor by preset condition, and is controlled push rod classification and pushed away and be put into the heap It is laid flat on platform.In this way, can preferably classify the preliminary finished parts of all types of reinforcing bars pre-processed early period, so as to In subsequently to all types of preliminary finished parts progress bending forming processing of reinforcing bar.Further, the code device includes coding Export structure and identification code sticking structure, the coding export structure are all types of for being classified according to the sorter The preliminary finished parts of reinforcing bar, export corresponding identification code respectively, and pasted the identification code by the identification code sticking structure Onto the preliminary finished parts of corresponding reinforcing bar.Relative to traditional in construction surface open work, such design is particularly suitable for interior Prefabricated processing and the storage preliminary finished parts of reinforcing bar, also help the mark of the bending forming skeleton subsequently obtained makes with identification With.Further, pretreatment unit early period and the sawing sheet device are integrally disposed for integrated sawing sheet processing equipment early period； Alternatively, pretreatment unit early period and the bending forming processing unit are integrally disposed for integrated bending forming early period processing Equipment；Alternatively, the sawing sheet device, pretreatment unit early period and the bending forming processing unit is integrally disposed is integrated Change processing equipment.Further, described to export each target framework of steel reinforcement using output device realization, example by sequence of construction Such as, the output device is disposed adjacent with the bending forming processing unit, and the output device is used for neighbouring construction now Field setting exports each target framework of steel reinforcement to the construction site by sequence of construction.Further, the output device with The bending forming processing unit is disposed adjacent, and the output device is used for neighbouring construction site and is arranged, by sequence of construction Each target framework of steel reinforcement is exported to the construction site.For example, the output device is provided with label construction, the label Structure is used to that each target framework of steel reinforcement to be added label by sequence of construction, then defeated by sequence of construction by the output device Go out to the construction site, in this way, the orderly processing of each target framework of steel reinforcement can be realized easily at the construction field (site), protects The rapidity and accuracy of reinforcement engineering construction are demonstrate,proved so that reinforcement engineering construction can be carried out efficiently.Further, institute It states lifting to realize using hanging apparatus, for example, the hanging apparatus is disposed adjacent with the output device, the hanging apparatus is used In by construction each target framework of steel reinforcement of sequential lifting to the corresponding construction location in the construction site.Further, described Hanging apparatus is provided at least two lifting regions, and each lifting region is for housing the target framework of steel reinforcement, and each institute It states lifting region and is provided with construction sequential mark part, the construction sequential mark part is described in the lifting region for identifying The construction sequential of target framework of steel reinforcement；In this way, it is highly efficient and accurate to construct, and reduce for site operation people The requirement of member, it is only necessary to place each target framework of steel reinforcement by mark sequence.
In order to promoted the sawing sheet device, pretreatment unit early period, the bending forming processing unit with it is described defeated Go out the transfer ability of device, in one of the embodiments, the sawing sheet device, pretreatment unit early period, the bending Forming processing equipment has standardized module structure with the output device.In this way, convenient for resettlement and the mobile sawing sheet device, Pretreatment unit early period, the bending forming processing unit and the output device, to adapt to the construction position of different geographical It sets.
It is moved to promote pretreatment unit early period, the bending forming processing unit and the whole of the output device Kinetic force, in one of the embodiments, pretreatment unit early period, the bending forming processing unit and the output fill It sets with the understructure being wholely set.In this way, convenient for moving integrally pretreatment unit early period, bending forming processing Device and the output device.
In order to enable the sawing sheet device, pretreatment unit early period, the bending forming processing unit with it is described defeated Go out device to be moved easily, in one of the embodiments, the sawing sheet device, pretreatment unit early period, described be bent into Type processing unit is respectively arranged with chassis with the output device.In this way, convenient for fast moving the sawing sheet device, the early period Pretreatment unit, the bending forming processing unit and the output device.
To realize the sawing sheet device, pretreatment unit early period, the bending forming processing unit and the output The quick and standardization of device is transported, in one of the embodiments, the sawing sheet device, pretreatment unit early period, institute Bending forming processing unit is stated to be respectively arranged in container or movable pedestal with the output device.In this way, can facilitate The sawing sheet device, pretreatment unit early period, the bending forming processing unit and the output device are passed through fortune by ground Defeated mode is transported to the construction location of different geographical, additionally it is possible to realize that rapidly lifting is assembled and transports, to be truly realized Construction site the prefabricated processing of reinforcing bar.
In one of the embodiments, in the target member for obtaining building or before, the net of the framework of steel reinforcement Piece bending forming method further includes step：Using Building Information Model (Building Information Model, BIM) mode Reinforcing bar in-depth is carried out to target reinforced bar engineering.The application and its each embodiment, may be used Building Information Model (Building Information Model, BIM) buildings model that is provided and its Deepen Design, Building Information Model refer to through cooperation Change, visualization and promote the mode of the output value and establish buildings model jointly, plays in the life cycle of building quite heavy The role wanted.The Deepen Design of BIM includes collision detection, the drawing optimization collaboration relevant Information Number of each participant of collection project According to create BIM models, check it is each profession between collision, unreasonable, mistake, be not achieved design requirement, ceiling headroom reach not To the problems such as requirement, then problem and BIM amending advices are reacted to each participant, each participant according to these problems more The design drawing of new respectively profession, BIM is carrying out co-verification according to the updated drawing information update BIM models that obtain, to make The information data of each profession of each participant carries out work compound in the unified platform of BIM, and information data is completely shared to be made It is more smooth to obtain links communication, drawing quality, which is guaranteed, solves the problem of disharmony of construction early period.For example, a kind of reinforcing bar The mesh sheet bending forming method of skeleton comprising step：Reinforcing bar is carried out to target reinforced bar engineering using Building Information Model mode In-depth；The target member for obtaining building, determines target framework of steel reinforcement demand, including right according to the target member demand In the demand of target framework of steel reinforcement；The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, Including the demand for plane mesh sheet；According to the plane mesh sheet requirements of combination, the preliminary finished product of several reinforced mesh is obtained Each preliminary finished parts of reinforced mesh are carried out bending forming processing, obtain the target framework of steel reinforcement by part.One wherein It is described that reinforcing bar in-depth is carried out to target reinforced bar engineering using Building Information Model mode in embodiment, specially：Believed using building Model approach is ceased, as unit of target member, the target framework of steel reinforcement of target member is carried out in whole target reinforced bar engineering It splits, based on avoiding, the reinforcing bar of target framework of steel reinforcement binding site collides and the factorial praluction of target framework of steel reinforcement carries out steel Muscle is deepened.In this way, the actual demand of accurate, orderly target member can be obtained, target framework of steel reinforcement is then carried out on demand Production, especially automated production so as to further reduce the artificial of operation side, and then avoids constructor Interference and unintentional destruction of the member to operation side, are conducive to promote reinforced bar engineering quality.
In one of the embodiments, before several preliminary finished parts of reinforced mesh of acquisition, the framework of steel reinforcement Mesh sheet bending forming method further includes step：Reinforcing bar setting-out is directly carried out using Building Information Model mode, according to target reinforcing bar Skeleton demand carries out sawing sheet and welding networking to all types of pending reinforcing bars respectively if obtaining the pending reinforcing bar of dry type, Obtain the preliminary finished parts of reinforced mesh.
A kind of mesh sheet bending forming method of framework of steel reinforcement in one of the embodiments, including step：It is automatic to obtain mesh Reinforced bar engineering is marked, target reinforced bar engineering is split into several target members automatically；Using Building Information Model mode, with target structure Part is unit, is split in whole target reinforced bar engineering to the target framework of steel reinforcement of target member, based on avoiding target steel The reinforcing bar of tendons skeleton binding site collides and the factorial praluction of target framework of steel reinforcement carries out reinforcing bar in-depth；According to the target Each target member of reinforced bar engineering determines the target framework of steel reinforcement demand of each target member, wherein the mesh respectively Mark framework of steel reinforcement demand includes demand for target framework of steel reinforcement, the target member include beam, column, shear wall wall body and/ Or edge member；Reinforcing bar setting-out is directly carried out using Building Information Model mode, it is automatic to obtain according to target framework of steel reinforcement demand If the pending reinforcing bar and auxiliary bar of dry type, auto-cut is carried out to all types of pending reinforcing bars respectively and is welded into Net, and auto-cut is carried out to all types of auxiliary bar, obtain include mating auxiliary bar reinforced mesh tentatively at Product part；The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including for plane The demand of mesh sheet；According to the plane mesh sheet requirements of combination, obtain automatically at the construction field (site) or at construction site several Each preliminary finished parts of reinforced mesh are carried out automatic bending forming processing, obtain the mesh by the preliminary finished parts of reinforced mesh Mark framework of steel reinforcement；Automatically classified and stacked transhipment to each target framework of steel reinforcement using bar code, Quick Response Code or RFID； Several target frameworks of steel reinforcement are exported at the construction field (site) or automatically by sequence of construction at construction site and are disposably hung It is attached to construction surface and carries out concatenation construction.In this way, being conducive to carry out production reinforced mesh automatically according to reinforced bar engineering, carry out automatically curved Foldable type and it is output to construction surface automatically, further improves processing quality reliability and the construction effect of operation side Rate greatly reduces the artificial of operation side, and then avoids construction personnel to the interference of operation side and unintentional broken It is bad, avoid such as because reinforcing bar step on it is low cause later stage floor cracking, cover to reinforcement deficiency qualitative problems of construction, be conducive to be promoted Reinforced bar engineering quality；And be conducive to obtain target framework of steel reinforcement and rapid assembled formation in operation side sequence, to pole The earth improves construction efficiency.
It should be noted that the other embodiments of the application further include, the mutually group of the technical characteristic in the various embodiments described above The mesh sheet bending forming method of framework of steel reinforcement that is formed by, can implement is closed, the mesh sheet of also referred to as live framework of steel reinforcement is curved Foldable type method, close to construction site framework of steel reinforcement mesh sheet bending forming method, the mesh sheet of mobile steel tendons skeleton bending The mesh sheet bending forming method of forming method or nomadic framework of steel reinforcement has good transportable property, can easily remove It adjourns to construction site or realizes the prefabricated processing of reinforcing bar at the position of construction site.In this way, can be in project sites Or the mesh sheet bending forming method of the framework of steel reinforcement is realized on periphery；Alternatively, using the mesh sheet bending forming of the framework of steel reinforcement Method can arrange that reinforcement yard, the sawing sheet of reinforcing bar and processing are concentrated by equipment automatization in project sites or periphery Change complete, then by the corresponding steel bar overall binding of each component, be welded into reinforced mesh, bending forming is framework of steel reinforcement, weldering After connecing, integral hoisting is transported to operation side, and rapid composite assembly molding is closed through manually being transposed, being mended ligation on a small quantity Place, you can casting concrete；In this way, high degree improves reinforcement engineering construction quality, shortens the reinforcement engineering construction period.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited In contradiction, it is all considered to be the range of this specification record.
The several embodiments of the application above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously Cannot the limitation to claim therefore be interpreted as.It should be pointed out that coming for those of ordinary skill in the art It says, under the premise of not departing from the application design, various modifications and improvements can be made, these belong to the protection of the application Range.Therefore, the protection domain of the application patent should be determined by the appended claims.

Claims (10)

1. a kind of mesh sheet bending forming method of framework of steel reinforcement, which is characterized in that including step：
The target member for obtaining building, determines target framework of steel reinforcement demand, including right according to the target member demand In the demand of target framework of steel reinforcement；
The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including for plane net The demand of piece；
According to the plane mesh sheet requirements of combination, the preliminary finished parts of several reinforced mesh are obtained, each reinforced mesh is preliminary Finished parts carry out bending forming processing, obtain the target framework of steel reinforcement.
2. the mesh sheet bending forming method of framework of steel reinforcement according to claim 1, which is characterized in that described to obtain the target After framework of steel reinforcement, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：The target framework of steel reinforcement is exported to arrive Construction surface carries out concatenation construction.
3. the mesh sheet bending forming method of framework of steel reinforcement according to claim 2, which is characterized in that the output target Framework of steel reinforcement carries out concatenation construction to construction surface, specially：Several target frameworks of steel reinforcement and primary are exported by sequence of construction Property be lifted into construction surface carry out concatenation construction.
4. the mesh sheet bending forming method of framework of steel reinforcement according to claim 3, which is characterized in that obtain the target reinforcing bar After skeleton and before the output target framework of steel reinforcement to construction surface progress concatenation construction, the framework of steel reinforcement Mesh sheet bending forming method further includes step：Classified and stacked transhipment to each target framework of steel reinforcement.
5. the mesh sheet bending forming method of framework of steel reinforcement according to claim 4, which is characterized in that described to each target Framework of steel reinforcement is classified and stacks transhipment, specially：Using bar code, Quick Response Code or RFID to each target framework of steel reinforcement Classified and stacks transhipment.
6. the mesh sheet bending forming method of framework of steel reinforcement according to claim 1, which is characterized in that described to obtain several reinforcing bars Before the preliminary finished parts of mesh sheet, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：According to target framework of steel reinforcement Demand carries out sawing sheet and welding networking to all types of pending reinforcing bars respectively, obtains if obtaining the pending reinforcing bar of dry type The preliminary finished parts of reinforced mesh.
7. the mesh sheet bending forming method of framework of steel reinforcement according to claim 1, which is characterized in that the acquisition building In target member or before, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：Using Building Information Model side Formula carries out reinforcing bar in-depth to target reinforced bar engineering.
8. the mesh sheet bending forming method of framework of steel reinforcement according to claim 7, which is characterized in that described to use architecture information Model approach carries out reinforcing bar in-depth to target reinforced bar engineering, specially：It is single with target member using Building Information Model mode Position splits the target framework of steel reinforcement of target member in whole target reinforced bar engineering, based on avoiding target framework of steel reinforcement The reinforcing bar of binding site collides and the factorial praluction of target framework of steel reinforcement carries out reinforcing bar in-depth.
9. the mesh sheet bending forming method of framework of steel reinforcement according to claim 8, which is characterized in that described to obtain several reinforcing bars Before the preliminary finished parts of mesh sheet, the mesh sheet bending forming method of the framework of steel reinforcement further includes step：Using Building Information Model Mode directly carries out reinforcing bar setting-out, according to target framework of steel reinforcement demand, if the pending reinforcing bar of dry type is obtained, respectively to all kinds of The pending reinforcing bar of type carries out sawing sheet and welding networking, obtains the preliminary finished parts of reinforced mesh.
10. the mesh sheet bending forming method of framework of steel reinforcement according to claim 1, which is characterized in that specifically include step：
It is automatic to obtain target reinforced bar engineering, target reinforced bar engineering is split into several target members automatically；Using architecture information mould Type mode splits the target framework of steel reinforcement of target member in whole target reinforced bar engineering as unit of target member, It is deep based on avoiding the reinforcing bar collision of target framework of steel reinforcement binding site and the factorial praluction of target framework of steel reinforcement from carrying out reinforcing bar Change；According to each target member of the target reinforced bar engineering, the target framework of steel reinforcement of each target member is determined respectively Demand, wherein the target framework of steel reinforcement demand includes the demand for target framework of steel reinforcement, the target member include beam, Column, shear wall wall body and/or edge member；
Reinforcing bar setting-out is directly carried out using Building Information Model mode, according to target framework of steel reinforcement demand, if obtaining Ganlei automatically The pending reinforcing bar and auxiliary bar of type carry out auto-cut and welding networking to all types of pending reinforcing bars respectively, and right All types of auxiliary bar carries out auto-cut, obtain include mating auxiliary bar the preliminary finished parts of reinforced mesh；
The target framework of steel reinforcement demand is converted to the plane mesh sheet requirements of combination intersected anyhow, including for plane net The demand of piece；
According to the plane mesh sheet requirements of combination, several reinforced mesh are obtained automatically at the construction field (site) or at construction site Each preliminary finished parts of reinforced mesh are carried out automatic bending forming processing, obtain the target reinforcing bar by preliminary finished parts Frame；
Automatically classified and stacked transhipment to each target framework of steel reinforcement using bar code, Quick Response Code or RFID；
Export several target frameworks of steel reinforcement and primary automatically by sequence of construction at the construction field (site) or at the construction site Property be lifted into construction surface carry out concatenation construction.
CN201880000481.2A 2018-03-30 2018-03-30 The mesh sheet bending forming method of framework of steel reinforcement Pending CN108521763A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/CN2018/081411 WO2019183947A1 (en) 2018-03-30 2018-03-30 Method for bending and shaping steel bar frame mesh

Publications (1)

Publication Number Publication Date
CN108521763A true CN108521763A (en) 2018-09-11

Family

ID=63428678

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201880000481.2A Pending CN108521763A (en) 2018-03-30 2018-03-30 The mesh sheet bending forming method of framework of steel reinforcement

Country Status (2)

Country Link
CN (1) CN108521763A (en)
WO (1) WO2019183947A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109702694A (en) * 2018-12-11 2019-05-03 筑梦高科建筑有限公司 The U-device of framework of steel reinforcement processing
CN114919063A (en) * 2022-06-08 2022-08-19 中交第二航务工程局有限公司 Method for assembling core box type box girder steel reinforcement framework

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2235462Y (en) * 1994-10-08 1996-09-18 卢昕阳 Framework for steel bar reinforced concrete walls
KR20030039358A (en) * 2003-04-17 2003-05-17 주식회사 스틸플러스 A manufacturing process of reinforcement arranging
BE1021453B1 (en) * 2014-05-08 2015-11-25 Intersig Nv DISTANCE FOR CONCRETE REINFORCEMENT
CN105303308A (en) * 2015-10-22 2016-02-03 张玉英 Management system and method for whole steel bar engineering process based on 3D figure information platform
CN106825337A (en) * 2016-12-27 2017-06-13 中建科技有限公司 A kind of processing technology for the production of precast stair steel reinforcement cage
CN107755495A (en) * 2017-11-23 2018-03-06 中冶建工集团有限公司 The method of reinforced mesh bending device and reinforced mesh bending

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1925377B1 (en) * 2006-11-21 2009-12-16 A.W.M. s.p.a. Bending machine for manufacturing of concrete reinforcement cages
DE502007002177D1 (en) * 2007-04-02 2010-01-14 Ruwa Drahtschweisswerk Ag Method and device for producing a reinforcing cage from a structural steel mat
GR1006887B (en) * 2008-03-11 2010-07-15 Γαλανος Αε, Reinforcement grid-bending device equipped with a double bending head
AT513704B1 (en) * 2012-12-06 2014-11-15 Franz Oberndorfer Gmbh & Co Kg Rebar basket for precast stairs and apparatus for making this
CN205363261U (en) * 2015-11-09 2016-07-06 赵淑丽 Section of jurisdiction reinforcing bar net welding equipment
CN205463792U (en) * 2016-02-04 2016-08-17 苏州厚石机械设备有限公司 Vertical reinforcing bar net piece bending machine

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2235462Y (en) * 1994-10-08 1996-09-18 卢昕阳 Framework for steel bar reinforced concrete walls
KR20030039358A (en) * 2003-04-17 2003-05-17 주식회사 스틸플러스 A manufacturing process of reinforcement arranging
BE1021453B1 (en) * 2014-05-08 2015-11-25 Intersig Nv DISTANCE FOR CONCRETE REINFORCEMENT
CN105303308A (en) * 2015-10-22 2016-02-03 张玉英 Management system and method for whole steel bar engineering process based on 3D figure information platform
CN106825337A (en) * 2016-12-27 2017-06-13 中建科技有限公司 A kind of processing technology for the production of precast stair steel reinforcement cage
CN107755495A (en) * 2017-11-23 2018-03-06 中冶建工集团有限公司 The method of reinforced mesh bending device and reinforced mesh bending

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109702694A (en) * 2018-12-11 2019-05-03 筑梦高科建筑有限公司 The U-device of framework of steel reinforcement processing
CN114919063A (en) * 2022-06-08 2022-08-19 中交第二航务工程局有限公司 Method for assembling core box type box girder steel reinforcement framework
CN114919063B (en) * 2022-06-08 2023-05-26 中交第二航务工程局有限公司 Method for assembling steel reinforcement framework of core box type box girder

Also Published As

Publication number Publication date
WO2019183947A1 (en) 2019-10-03

Similar Documents

Publication Publication Date Title
CN108513548A (en) The prefabricated processing method of reinforcing bar
CN108699851B (en) Steel bar prefabricating and processing system
CN104314310B (en) A kind of building block standardized construction method based on BIM
CN108058266A (en) Prefabricated components integrated production line
CN108521763A (en) The mesh sheet bending forming method of framework of steel reinforcement
CN103171047A (en) Concrete pipe pile automatic production line
CN106326554A (en) Building body model typesetting construction method
CN111576885B (en) Intelligent binding construction method and system for steel bar binding robot
CN106890804A (en) A kind of part intelligent sorting equipment based on jacking diagram analysis
CN112809901B (en) High-speed rail double-block sleeper production line and production method
CN109383865A (en) A kind of binding mechanism and reinforced mesh binding device
CN108536933A (en) A kind of system and method for automatic arrangement reinforcing bar
CN113846803A (en) Intelligent bundling method for reinforcing mesh
CN108472777A (en) Migration formula steel bar meter method
FI85957C (en) Method and apparatus for the automatic manufacture of reinforcements for concrete elements
CN109025260A (en) A kind of prefabricated floor slab back casting band joint structure and its construction method
CN114042838B (en) Manufacturing method and device of reinforcement cage for high-speed railway track plate
CN1585916A (en) Compound processing system for sheet metal processing
CN203171810U (en) Full-automatic blank cutter
CN103448131B (en) A kind of tunnel groove cover plate precast construction method
CN116060540A (en) Modularized intelligent steel bar processing production line and technology based on Internet of things
CN210820061U (en) High-efficient apparatus for producing of PC component
CN108481543A (en) Precast stair production line
CN107265036A (en) A kind of reinforcing bar cage body is reached the standard grade system and method
CN203344171U (en) Novel tubular pile production line

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20190618

Address after: 528300 East Office, No. 11 Junye East Road, Beijiao Town, Shunde District, Foshan City, Guangdong Province

Applicant after: Guangdong Bozhilin Robot Co., Ltd.

Address before: Room 1306, 13/F, TCL Building, Gaoxin Nanyi, Yuehai Street, Nanshan District, Shenzhen City, Guangdong Province, 518057

Applicant before: Shenzhen Jun Ying Construction Technology Co., Ltd.

RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180911