CN111186011B - Automatic assembly line arrangement structure for factory prefabrication of laminated plate beams and production method - Google Patents
Automatic assembly line arrangement structure for factory prefabrication of laminated plate beams and production method Download PDFInfo
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- CN111186011B CN111186011B CN202010027564.XA CN202010027564A CN111186011B CN 111186011 B CN111186011 B CN 111186011B CN 202010027564 A CN202010027564 A CN 202010027564A CN 111186011 B CN111186011 B CN 111186011B
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 41
- 238000009417 prefabrication Methods 0.000 title claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 90
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 67
- 239000010959 steel Substances 0.000 claims abstract description 67
- 238000009434 installation Methods 0.000 claims abstract description 23
- 238000004140 cleaning Methods 0.000 claims abstract description 17
- 238000013461 design Methods 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 9
- 238000012423 maintenance Methods 0.000 claims abstract description 7
- 239000002131 composite material Substances 0.000 claims description 58
- 238000010438 heat treatment Methods 0.000 claims description 9
- 239000002002 slurry Substances 0.000 claims description 9
- 238000007788 roughening Methods 0.000 claims description 7
- 238000001816 cooling Methods 0.000 claims description 6
- 238000012360 testing method Methods 0.000 claims description 6
- 230000002265 prevention Effects 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 230000003068 static effect Effects 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 230000008520 organization Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005192 partition Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 238000003756 stirring Methods 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000007689 inspection Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000013316 zoning Methods 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/04—Discharging the shaped articles
- B28B13/06—Removing the shaped articles from moulds
- B28B13/065—Removing the shaped articles from moulds by applying electric current or other means of discharging, e.g. pneumatic or hydraulic discharging means
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/38—Treating surfaces of moulds, cores, or mandrels to prevent sticking
- B28B7/386—Cleaning
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- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Structural Engineering (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
技术领域Technical Field
本发明涉及一种叠合板梁工厂预制自动流水线布置结构及生产方法,属于装配式建筑工程技术领域。The invention relates to a layout structure and a production method of a composite plate beam factory prefabrication automatic assembly line, belonging to the technical field of assembled building engineering.
背景技术Background Art
装配式建筑是绿色建筑和建筑工业化的重要方向之一,全国各地都在大力推进新型建筑工业化,通过产业化基地建设,装配式建筑占新型建筑的比例逐渐增大。叠合板梁工厂化预制是装配式建筑中最为常见的一项工艺,但叠合板梁的规格尺寸比较多,采用固定台座生产时,往往投入大、工效低、空间利用率低。Prefabricated buildings are one of the important directions of green buildings and building industrialization. All parts of the country are vigorously promoting the industrialization of new buildings. Through the construction of industrialization bases, the proportion of prefabricated buildings in new buildings is gradually increasing. Factory prefabrication of composite slab beams is the most common process in prefabricated buildings, but there are many specifications and sizes of composite slab beams. When using fixed pedestals for production, it often requires large investment, low efficiency, and low space utilization.
发明内容Summary of the invention
本发明的目的是克服现有技术中的不足,提供一种叠合板梁工厂预制自动流水线布置结构及生产方法。The purpose of the present invention is to overcome the deficiencies in the prior art and to provide a composite slab beam factory prefabrication automatic assembly line layout structure and production method.
这种叠合板梁工厂预制自动流水线布置结构,包括标准模台、搅拌站、浇捣区、养护区、脱模清理区、支模区、钢筋安装区、拉毛区、围护栏、模板堆放区和材料堆放区;循环流水线依次为浇捣区、养护区、脱模清理区、支模区、钢筋安装区和浇捣区;标准模台通过模台移动系统移动至各功能区,标准模台下方设有模台驱动装置和模台流水导向装置;浇捣区主要由振动系统、送料斗系统和自动布料机组成;搅拌站位于浇捣区外侧,搅拌站通过混凝土传输带连接至送料斗系统;养护区内设有立式养护窑、提升机和控制台;叠合板梁的模板主要由叠合板梁L型侧模和底模组成;生产流水线周围设有围护栏。The layout structure of the automatic assembly line for factory prefabrication of composite slab beams includes a standard formwork, a mixing station, a casting area, a curing area, a demoulding and cleaning area, a formwork support area, a steel bar installation area, a roughening area, a guardrail, a formwork stacking area and a material stacking area; the circulating assembly line is composed of a casting area, a curing area, a demoulding and cleaning area, a formwork support area, a steel bar installation area and a casting area in sequence; the standard formwork is moved to each functional area by a formwork moving system, and a formwork driving device and a formwork water guide device are arranged under the standard formwork; the casting area is mainly composed of a vibration system, a feeding hopper system and an automatic placing machine; the mixing station is located outside the casting area, and the mixing station is connected to the feeding hopper system through a concrete conveyor belt; a vertical curing kiln, an elevator and a control console are arranged in the curing area; the formwork of the composite slab beam is mainly composed of an L-shaped side formwork and a bottom formwork of the composite slab beam; and a guardrail is arranged around the production line.
作为优选:模台移动系统包括模台驱动装置、模台流水导向装置、滚轴传送机、导向轮和双机升降式摆渡车。Preferably, the mold platform moving system includes a mold platform driving device, a mold platform water flow guiding device, a roller conveyor, a guide wheel and a double-machine lifting shuttle bus.
作为优选:叠合板梁L型侧模设有预埋钢筋预留孔,预埋钢筋预留孔内设有叠合板梁顶桁架预埋筋,预埋钢筋预留孔上插设防漏浆装置,叠合板梁L型侧模通过强磁固定器与底模加固。As a preferred embodiment: the L-shaped side formwork of the composite slab beam is provided with reserved holes for embedded steel bars, the reserved holes for embedded steel bars are provided with embedded bars for the top truss of the composite slab beam, a slurry leakage prevention device is inserted on the reserved holes for embedded steel bars, and the L-shaped side formwork of the composite slab beam is reinforced with the bottom formwork by a strong magnetic fixer.
这种叠合板梁工厂预制自动流水线生产方法,包括以下步骤:The method for producing a composite slab beam in a factory prefabricated automatic assembly line comprises the following steps:
步骤一:自动化生产流水线设计和布置;循环流水线按浇捣区、养护区、脱模清理区、支模区、钢筋安装区、拉毛区、模板堆放区和材料堆放区进行功能分区,呈长方形布置;沿流水线长边方向,每个标准模台下方设置模台驱动装置,同时在标准模台两侧纵梁下方设置模台流水导向装置,用于标准模台纵向移行;在流水线两短边方向,设置双机升降式摆渡车,用于流水线上标准模台的横移,实现口字形循环流水线;其中搅拌站位于浇捣区外侧,拌和好的混凝土经混凝土传输带输送至标准模台正上方的送料斗系统;生产流水线周围围护栏围护;Step 1: Design and layout of automated production lines; the circulating production line is divided into functional areas according to the pouring area, maintenance area, demoulding and cleaning area, formwork area, steel bar installation area, roughening area, template stacking area and material stacking area, and is arranged in a rectangular shape; along the long side of the production line, a mold platform driving device is set under each standard mold platform, and a mold platform water flow guide device is set under the longitudinal beams on both sides of the standard mold platform for the longitudinal movement of the standard mold platform; on the two short sides of the production line, a double-machine lifting shuttle bus is set for the transverse movement of the standard mold platform on the production line to realize the U-shaped circulating production line; the mixing station is located outside the pouring area, and the mixed concrete is transported to the feeding hopper system directly above the standard mold platform via a concrete conveyor belt; the production line is surrounded by guardrails;
步骤二:侧模安装;叠合板梁利用标准模台制作底模,侧模根据叠合板梁结构尺寸定制,采用L型钢板结构,叠合板梁L型侧模上按照预埋钢筋间距开设预埋钢筋预留孔;侧模通过强磁固定器与底模固定成型;Step 2: side formwork installation; the composite slab beam uses a standard formwork platform to make a bottom formwork, the side formwork is customized according to the structural dimensions of the composite slab beam, and an L-shaped steel plate structure is adopted. Pre-embedded steel bar reserved holes are opened on the L-shaped side formwork of the composite slab beam according to the pre-embedded steel bar spacing; the side formwork is fixed to the bottom formwork by a strong magnetic fixture;
步骤三:钢筋骨架安装;叠合板梁钢筋骨架半成品在钢筋加工厂内统一加工,运至钢筋安装区流水线内侧场地使用;入模的钢筋、钢筋骨架和钢筋网经过检查验收;钢筋入模后,按梅花型布置保护层垫块;浇筑前,在预埋钢筋预留孔上逐一安插防漏浆装置;Step 3: Installation of steel bar skeleton; the semi-finished steel bar skeleton of composite slab beam is uniformly processed in the steel bar processing plant and transported to the inner site of the steel bar installation area assembly line for use; the steel bars, steel bar skeleton and steel bar mesh put into the mold are inspected and accepted; after the steel bars are put into the mold, the protective layer pads are arranged in a plum blossom shape; before pouring, the anti-leakage slurry device is inserted one by one on the reserved holes of the embedded steel bars;
步骤四:混凝土浇筑;混凝土由搅拌站集中拌和,经混凝土传输带运输至待交模台正上方的送料斗系统,经自动布料机下料和模台下的振动系统振动密实,采用人工辅助顶面整平;Step 4: Concrete pouring: Concrete is centrally mixed by a mixing station, transported to the hopper system directly above the mold platform to be delivered via a concrete conveyor belt, discharged by an automatic placing machine and vibrated and compacted by a vibration system under the mold platform, and manually assisted top surface leveling is used;
步骤五:构件立式养护窑养护;叠合板梁混凝土浇筑成型和面层处理后,标准模台行走至立式养护窑,通过提升机连同标准模台送入养护窑高温养护;立式养护窑通过仪器自动温控养护,养护分静停、升温、恒温和降温四阶段进行;蒸养前在常温下静停2-4小时;升温速度不超过20℃/h;恒温加热阶段温度不大于60℃;降温速度不超过20℃/h;构件表面与外界环境的温差不大于20℃时出模;Step 5: Components are cured in vertical curing kilns; after the composite slab beam concrete is cast and the surface is treated, the standard mold platform moves to the vertical curing kiln, and is sent into the curing kiln for high-temperature curing through a hoist together with the standard mold platform; the vertical curing kiln is automatically temperature-controlled by an instrument for curing, and the curing is divided into four stages: static stop, heating, constant temperature and cooling; before steam curing, it is statically stopped at room temperature for 2-4 hours; the heating rate does not exceed 20℃/h; the temperature in the constant temperature heating stage is not more than 60℃; the cooling rate does not exceed 20℃/h; the component surface is demoulded when the temperature difference between it and the external environment is not more than 20℃;
步骤六:脱模;构件在养护窑内养护至达到规定起吊、脱模强度时出窑;在构件脱模起吊之前,先压一组同条件养护试块;当该组试块强度达到设计强度75%以上或设计要求时,则脱模起吊;拆模时,先拆强磁固定器,然后拆叠合板梁L型侧模;构件出模后,进行检查验收,并按规定喷涂工程部位、构件型号和生产日期,再码放养护;Step 6: demoulding; the components are cured in the curing kiln until they reach the specified lifting and demoulding strength, and then they are taken out of the kiln; before the components are demoulded and lifted, a group of test blocks cured under the same conditions are pressed first; when the strength of this group of test blocks reaches more than 75% of the design strength or the design requirements, they are demoulded and lifted; when removing the mold, first remove the strong magnetic fixer, and then remove the L-shaped side mold of the composite slab beam; after the components are demoulded, they are inspected and accepted, and the project parts, component models and production dates are sprayed according to regulations, and then they are stacked for maintenance;
步骤七:模板清理;用腻子铲清理模具上的浆皮,然后清理底模,进入下一循环叠合板梁预制的流水施工。Step 7: Cleaning the formwork; use a putty spatula to clean the slurry on the mold, then clean the bottom mold and enter the next cycle of prefabrication of composite slab beams.
本发明的有益效果是:本发明对叠合板梁工厂化预制设计了一套自动生产流水线,实现预制构件的功能分区流水线施工,是一种充分利用空间、工序顺接的高效生产组织方式,成本降低,节能明显。同时也促进了装配式建筑质量、品质的不断提升,绿色环保水平明显提高。The beneficial effects of the present invention are as follows: the present invention designs a set of automatic production lines for the factory prefabrication of composite slab beams, realizes the functional zoning assembly line construction of prefabricated components, is an efficient production organization mode that fully utilizes space and smoothly connects processes, reduces costs, and significantly saves energy. At the same time, it also promotes the continuous improvement of the quality of prefabricated buildings, and significantly improves the level of green environmental protection.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为叠合板梁工厂预制自动生产流水线平面布置图;Figure 1 is a plan view of the automatic production line for prefabrication of composite slab beams in a factory;
图2为叠合板梁工厂预制自动生产流水线立体图;Figure 2 is a three-dimensional diagram of the automatic production line for prefabrication of composite slab beams in a factory;
图3为预制模板体系细部示意图;FIG3 is a detailed schematic diagram of a prefabricated formwork system;
图4为标准模台驱动装置布置图;Figure 4 is a layout diagram of a standard die table drive device;
图5为本发明的施工工艺流程图。FIG. 5 is a flow chart of the construction process of the present invention.
附图标记说明:标准模台1、搅拌站2、浇捣区3、混凝土传输带3-1、振动系统3-2、养护区4、立式养护窑4-1、提升机4-2、控制台4-3、脱模清理区5、叠合板梁5-1、模板5-2、强磁固定器5-3、支模区6、叠合板梁L型侧模6-1、预埋钢筋预留孔6-2、钢筋安装区7、叠合板梁顶桁架预埋筋7-1、防漏浆装置7-2、模台移动系统8、模台驱动装置8-1、模台流水导向装置8-2、拉毛区9、围护栏10、模板堆放区11、材料堆放区12。Explanation of the accompanying drawings: standard formwork 1, mixing station 2, pouring area 3, concrete conveyor belt 3-1, vibration system 3-2, curing area 4, vertical curing kiln 4-1, elevator 4-2, control console 4-3, demoulding and cleaning area 5, composite slab beam 5-1, formwork 5-2, strong magnetic fixer 5-3, supporting formwork area 6, composite slab beam L-shaped side formwork 6-1, pre-embedded steel bar reserved holes 6-2, steel bar installation area 7, composite slab beam top truss pre-embedded steel bar 7-1, anti-leakage slurry device 7-2, formwork moving system 8, formwork drive device 8-1, formwork water guide device 8-2, roughening area 9, guardrail 10, formwork stacking area 11, material stacking area 12.
具体实施方式DETAILED DESCRIPTION
下面结合实施例对本发明做进一步描述。下述实施例的说明只是用于帮助理解本发明。应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以对本发明进行若干改进和修饰,这些改进和修饰也落入本发明权利要求的保护范围内。The present invention is further described below in conjunction with embodiments. The description of the following embodiments is only used to help understand the present invention. It should be noted that for those of ordinary skill in the art, without departing from the principles of the present invention, several improvements and modifications may be made to the present invention, and these improvements and modifications also fall within the scope of protection of the claims of the present invention.
所述的叠合板梁工厂预制自动流水线布置结构,通过设置移动式标准台模体系,实现浇捣区、养护区、脱模清理区、支模区、钢筋安装区等功能分区的循环流水线,达到充分利用空间、工序顺接的高效生产组织方式,成本降低,节能明显。The automatic assembly line layout structure for factory prefabrication of composite slab beams, by setting up a movable standard table formwork system, realizes a circulating assembly line with functional areas such as pouring area, curing area, demoulding and cleaning area, formwork area, and steel bar installation area, thereby achieving an efficient production organization mode that fully utilizes space and smoothly connects processes, reduces costs, and significantly saves energy.
针对叠合板梁平面构件特点,根据预制板梁立模、钢筋安装、混凝土浇捣、养护、脱模工艺流程,设置标准模台1(长9.0m、宽3.5m,作叠合板梁预制底模)作为功能分区(操作平台),多个标准模台1形成循环流水线。标准模台1通过安装在模台底下的滚轴传送机、导向轮和双机升降式摆渡车等组成的模台移动系统8移动至各功能区。其中,浇捣区3主要由振动系统3-2、送料斗系统和自动布料机组成。搅拌站2拌好的混凝土经混凝土传输带3-1运至送料斗系统,由自动布料机完成混凝土浇筑。考虑到叠合梁顶面往往有叠合板梁顶桁架预埋筋7-1,因此,板顶混凝土面整平由人工辅助完成。叠合板梁5-1浇筑完成后,由标准模台1行走进入立式养护窑4-1进行高温养护,再依次进入脱模清理区5、支模区6、钢筋安装区7和浇捣区3,形成循环流水线。In view of the characteristics of the planar components of the composite slab beam, according to the process flow of prefabricated slab beam formwork, steel bar installation, concrete pouring, maintenance, and demoulding, a standard formwork platform 1 (9.0m long and 3.5m wide, used as the prefabricated bottom formwork of the composite slab beam) is set as a functional partition (operating platform), and multiple standard formwork platforms 1 form a circulating production line. The standard formwork platform 1 is moved to each functional area by a formwork platform moving system 8 composed of a roller conveyor, guide wheels, and a double-machine lifting shuttle installed under the formwork platform. Among them, the pouring area 3 is mainly composed of a vibration system 3-2, a feeding hopper system, and an automatic distributor. The concrete mixed by the mixing station 2 is transported to the feeding hopper system via a concrete conveyor belt 3-1, and the concrete pouring is completed by an automatic distributor. Considering that the top surface of the composite beam often has embedded reinforcement 7-1 of the top truss of the composite slab beam, the leveling of the concrete surface on the top of the slab is completed with manual assistance. After the composite slab beam 5-1 is cast, it moves from the standard formwork platform 1 into the vertical curing kiln 4-1 for high-temperature curing, and then enters the demoulding and cleaning area 5, the supporting formwork area 6, the steel bar installation area 7 and the pouring area 3 in sequence to form a circulating production line.
如图1-4所示,所述叠合板梁工厂预制自动流水线布置结构,包括标准模台1、搅拌站2、浇捣区3、养护区4、脱模清理区5、支模区6、钢筋安装区7、拉毛区9、围护栏10、模板堆放区11、材料堆放区12。循环流水线依次为浇捣区3、养护区4、脱模清理区5、支模区6、钢筋安装区7和浇捣区3。标准模台1通过模台移动系统8移动至各功能区,模台移动系统8包括模台驱动装置8-1、模台流水导向装置8-2、滚轴传送机、导向轮和双机升降式摆渡车,标准模台1下方设有模台驱动装置8-1和模台流水导向装置8-2。搅拌站2位于浇捣区3外侧,搅拌站2通过混凝土传输带3-1连接至浇捣区3。养护区4包括立式养护窑4-1、提升机4-2和控制台4-3。模板5-2主要由叠合板梁L型侧模6-1和底模组成,叠合板梁L型侧模6-1设有预埋钢筋预留孔6-2,预埋钢筋预留孔6-2内设有叠合板梁顶桁架预埋筋7-1,预埋钢筋预留孔6-2上插设防漏浆装置7-2,叠合板梁L型侧模6-1通过强磁固定器5-3与底模加固。生产流水线周围设有围护栏10。As shown in Figures 1-4, the layout structure of the automatic assembly line for prefabrication of composite slab beams in the factory includes a standard formwork 1, a mixing station 2, a pouring area 3, a curing area 4, a demoulding and cleaning area 5, a formwork support area 6, a steel bar installation area 7, a roughening area 9, a guardrail 10, a template stacking area 11, and a material stacking area 12. The circulating assembly line is the pouring area 3, the curing area 4, the demoulding and cleaning area 5, the formwork support area 6, the steel bar installation area 7, and the pouring area 3 in sequence. The standard formwork 1 is moved to each functional area by a formwork moving system 8. The formwork moving system 8 includes a formwork driving device 8-1, a formwork water guide device 8-2, a roller conveyor, a guide wheel, and a double-machine lifting shuttle. A formwork driving device 8-1 and a formwork water guide device 8-2 are provided below the standard formwork 1. The mixing station 2 is located outside the pouring area 3, and the mixing station 2 is connected to the pouring area 3 through a concrete conveyor belt 3-1. The curing area 4 includes a vertical curing kiln 4-1, a hoist 4-2 and a control console 4-3. The template 5-2 is mainly composed of an L-shaped side form 6-1 and a bottom form of a composite slab beam. The L-shaped side form 6-1 of the composite slab beam is provided with a pre-embedded steel bar reserved hole 6-2, and the pre-embedded steel bar reserved hole 6-2 is provided with a composite slab beam top truss pre-embedded steel bar 7-1, and a slurry leakage prevention device 7-2 is inserted on the pre-embedded steel bar reserved hole 6-2. The L-shaped side form 6-1 of the composite slab beam is reinforced with the bottom form by a strong magnetic fixer 5-3. A guardrail 10 is provided around the production line.
如图5所示,叠合板梁工厂预制自动流水线生产方法,包括以下步骤:As shown in FIG5 , the automatic assembly line production method for prefabrication of composite slab beams in a factory includes the following steps:
步骤一:自动化生产流水线设计和布置。单条叠合板梁自动化生产流水线占地面积长×宽为105m×28m,标准模台1长×宽为9.0m×3.5m,循环流水线按浇捣区3、养护区4、脱模清理区5、支模区6、钢筋安装区7、拉毛区9、模板堆放区11、材料堆放区12进行功能分区,呈长方形布置。沿流水线长边方向,每个标准模台1下方设置模台驱动装置8-1(每模台设置4个,离端头距离约1m),同时在模台两侧纵梁下方通常设置模台流水导向装置8-2(间距2m),以保证标准模台1纵向移行;在流水线两短边方向,设置双机升降式摆渡车,用于流水线上标准模台1的横移,实现口字形循环流水线。其中搅拌站2位于浇捣区3外侧,拌和好的混凝土经混凝土传输带3-1输送至模台正上方的送料斗系统。整个生产流水线四周(除脱模区构件外送区外)采用黄色钢筋网围护栏围护(根据需要开设人行出入通道)。Step 1: Design and layout of automated production lines. The area occupied by the automated production line of a single composite slab beam is 105m×28m in length×width, and the length×width of the standard formwork platform 1 is 9.0m×3.5m. The circulating line is divided into functional areas according to the pouring area 3, the curing area 4, the demoulding and cleaning area 5, the formwork area 6, the steel bar installation area 7, the roughening area 9, the formwork stacking area 11, and the material stacking area 12, and is arranged in a rectangular shape. Along the long side of the line, a formwork platform driving device 8-1 is set under each standard formwork platform 1 (4 are set per formwork platform, about 1m away from the end), and a formwork platform water flow guide device 8-2 (spacing 2m) is usually set under the longitudinal beams on both sides of the formwork platform to ensure the longitudinal movement of the standard formwork platform 1; on the two short sides of the line, a double-machine lifting shuttle is set for the lateral movement of the standard formwork platform 1 on the line to realize the U-shaped circulating line. The mixing station 2 is located outside the pouring area 3, and the mixed concrete is transported to the hopper system directly above the mold platform through the concrete conveyor belt 3-1. The entire production line (except the delivery area of the demoulding area components) is surrounded by yellow steel mesh fences (pedestrian access channels are opened as needed).
步骤二:侧模安装。叠合板梁利用标准模台1制作底模,侧模根据叠合板梁结构尺寸定制,采用L型钢板结构,叠合板梁L型侧模6-1上按预埋钢筋间距开设预埋钢筋预留孔6-2。侧模体系通过强磁固定器5-3与底模固定成型。支模质量应达到各部几何尺寸准确,四角方正,无扭翘变形,拼缝接缝不漏浆,模内干净。首次使用的侧模,首件支完后先自检,并经生产主管负责人会同检验人员、技术人员联合验收,验收合格后方可使用。周转使用的模板必须自检。Step 2: Side formwork installation. The base formwork of the composite slab beam is made using the standard formwork platform 1. The side formwork is customized according to the structural dimensions of the composite slab beam and adopts an L-shaped steel plate structure. Pre-embedded steel bar reserved holes 6-2 are opened on the L-shaped side formwork 6-1 of the composite slab beam according to the spacing of the pre-embedded steel bars. The side formwork system is fixed to the base formwork by a strong magnetic fixture 5-3. The quality of the formwork should ensure that the geometric dimensions of each part are accurate, the four corners are square, there is no torsion or deformation, the joints do not leak slurry, and the inside of the mold is clean. For the side formwork used for the first time, self-inspection shall be carried out after the first piece is supported, and it shall be jointly accepted by the production supervisor together with the inspection personnel and technical personnel. It can only be used after passing the acceptance. The template used for turnover must be self-inspected.
步骤三:钢筋骨架安装。叠合板梁钢筋骨架半成品(含板顶桁架型预埋筋)在钢筋加工厂内统一加工,运至钢筋安装区7流水线内侧场地使用。入模的钢筋、钢筋骨架、钢筋网必须经过检查验收;钢筋入模后,按梅花型布置保护层垫块,并严禁在钢筋上行走、踩踏;不得将涂刷隔离剂的工具或其他杂物放在钢筋上。浇筑前,在预埋钢筋预留孔6-2上逐一安插防漏浆装置7-2。Step 3: Installation of steel bar skeleton. The semi-finished steel bar skeleton of the composite slab beam (including the embedded steel bars of the truss type at the top of the slab) is processed uniformly in the steel bar processing plant and transported to the inner site of the steel bar installation area 7 assembly line for use. The steel bars, steel bar skeleton, and steel mesh that are put into the mold must be inspected and accepted; after the steel bars are put into the mold, the protective layer pads are arranged in a plum blossom shape, and it is strictly forbidden to walk or step on the steel bars; tools for applying isolation agents or other debris shall not be placed on the steel bars. Before pouring, anti-leakage devices 7-2 are inserted one by one on the reserved holes 6-2 for the embedded steel bars.
步骤四:混凝土浇筑。混凝土由搅拌站2集中拌和,经混凝土传输带3-1运输至待交模台正上方送料斗系统,经自动布料机下料和模台下的振动系统3-2振动密实,采用人工辅助顶面整平。Step 4: Concrete pouring. Concrete is centrally mixed by the mixing station 2, transported to the hopper system directly above the mold platform to be delivered via the concrete conveyor belt 3-1, unloaded by the automatic placing machine and vibrated and compacted by the vibration system 3-2 under the mold platform, and manually assisted top surface leveling is adopted.
步骤五:构件立式养护窑养护。叠合板梁混凝土浇筑成型和面层处理后,模台行走至立式养护窑4-1,通过提升机4-2连同模台送入养护窑高温养护。立式养护窑4-1通过仪器自动温控养护,养护分静停、升温、恒温、降温四阶段进行。蒸养前在常温下静停2-4小时;升温速度不超过20℃/h;恒温加热阶段温度不宜大于60℃;降温速度不宜超过20℃/h;构件表面与外界环境的温差不大于20℃时方可出模。Step 5: Curing of components in vertical curing kiln. After the composite slab beam concrete is cast and the surface layer is treated, the formwork moves to the vertical curing kiln 4-1, and is sent into the curing kiln for high-temperature curing together with the formwork through the elevator 4-2. The vertical curing kiln 4-1 is automatically temperature-controlled by the instrument for curing, and the curing is carried out in four stages: static stop, heating, constant temperature, and cooling. Before steam curing, it is statically stopped at room temperature for 2-4 hours; the heating rate should not exceed 20℃/h; the temperature in the constant temperature heating stage should not be greater than 60℃; the cooling rate should not exceed 20℃/h; the temperature difference between the surface of the component and the external environment is not greater than 20℃ before demolding.
步骤六:脱模。构件在养护窑内养护至达到规定起吊、脱模强度时出窑。在构件脱模起吊之前,必须先压一组同条件养护试块;只有当该组试块强度达到设计强度75%以上或设计要求时,方可脱模起吊。拆模时,先拆强磁固定器5-3,然后拆叠合板梁L型侧模6-1。拆模时禁止用大锤砸模板,也不得直接撞击构件。构件出模后,及时进行检查验收,并按规定喷涂工程部位、构件型号和生产日期,再码放养护。Step 6: Demolding. The components are cured in the curing kiln until they reach the specified lifting and demoulding strength and then removed from the kiln. Before the components are demoulded and lifted, a group of test blocks cured under the same conditions must be pressed first; only when the strength of this group of test blocks reaches more than 75% of the design strength or the design requirements, can they be demoulded and lifted. When demolding, first remove the strong magnetic fixer 5-3, and then remove the L-shaped side formwork 6-1 of the composite slab beam. When demolding, it is forbidden to hit the template with a sledgehammer, and it is also forbidden to directly hit the components. After the components are demolded, they should be inspected and accepted in a timely manner, and the project parts, component models and production dates should be sprayed according to regulations, and then stacked for maintenance.
步骤七:模板清理。用腻子铲清理模具上的浆皮,然后清理底模,进入下一循环叠合板梁预制的流水施工。Step 7: Cleaning the formwork. Use a putty shovel to clean the slurry on the mold, then clean the bottom mold and enter the next cycle of prefabrication of composite slab beams.
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