CN114345052A - Tower crane automatic spray system and construction method - Google Patents
Tower crane automatic spray system and construction method Download PDFInfo
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Abstract
本发明提供一种塔吊自动喷淋系统及施工方法,在雨水收纳槽的弹性侧板与塔吊立柱之间设撑扩囊袋,可通过控制撑扩囊袋的气压控制汇水面积;通过竖管限位箍将供水竖管与限位竖板及塔吊横筋连接牢固;在连接限位槽内设置转动滚轴,并在连接限位槽与塔吊横筋之间设置槽底定位栓;可通过吊板控位索控制悬吊撑板及除尘水管和养护水管的高度;在悬吊撑板的下表面焊接挡风侧板,并在挡风侧板上设置控水风管;框架供水管依次穿过移动撑柱上的供水管抱箍,并可借助墙侧喷头进行建筑临边喷淋除尘;在防护栏面向行车道侧设置栏侧供水管及栏侧喷头,在防护栏的顶端设置栏顶供水管和栏顶喷头。本发明可提高施工效率、改善喷淋除尘安装质量、提高喷淋除尘效果。
The invention provides an automatic spraying system and a construction method for a tower crane. A support and expansion bag is arranged between the elastic side plate of the rainwater storage tank and the tower crane column, and the water catchment area can be controlled by controlling the air pressure of the support and expansion bag; The limit hoop firmly connects the water supply standpipe with the limit vertical plate and the tower crane horizontal bar; a rotating roller is set in the connection limit groove, and the groove bottom positioning bolt is set between the connection limit groove and the tower crane horizontal bar; it can pass the hanging plate The position control cable controls the height of the suspension support plate, the dust removal water pipe and the maintenance water pipe; the windshield side plate is welded on the lower surface of the suspension support plate, and the water control air pipe is set on the windshield side plate; the frame water supply pipe passes through in turn Move the water supply pipe hoop on the support column, and use the wall side nozzle to spray and dedust the building edge; set the side water supply pipe and the side nozzle on the side of the guardrail facing the traffic lane, and set up the top of the guardrail for water supply Tube and bar top sprinklers. The invention can improve the construction efficiency, improve the installation quality of spray dust removal, and improve the effect of spray dust removal.
Description
技术领域technical field
本发明涉及建筑施工领域,尤其是涉及塔吊自动喷淋系统及施工方法。The invention relates to the field of building construction, in particular to a tower crane automatic spraying system and a construction method.
背景技术Background technique
在建筑工程施工时,为降低施工区域内扬尘污染,提高建筑施工现场大气环境质量,常需采取系列场地喷淋除尘措施。塔吊喷淋作为一种施工除尘技术,已在工程中得到了较为普遍的应用,在现场施工时,如何改善施工现场的防尘效果、降低施工安装难度、提高除尘质量,一直是工程控制的重点和难点。During the construction of construction projects, in order to reduce the dust pollution in the construction area and improve the atmospheric environment quality of the construction site, it is often necessary to take a series of site spraying and dust removal measures. As a construction dust removal technology, tower crane spray has been widely used in engineering. During on-site construction, how to improve the dust-proof effect of the construction site, reduce the difficulty of construction and installation, and improve the quality of dust removal has always been the focus of engineering control. and difficulties.
现有技术中已有一种智能塔吊喷淋系统,包括塔吊、水管喷淋系统、扬尘监测系统、智能控制器、电磁阀,通过扬尘监测系统采集周围环境的扬尘数据信息,并传送到智能控制器,从而控制电磁阀开启和关闭水管喷淋系统。该技术虽可达到防尘降尘的效果,但该技术难以实现场地组合喷淋除尘、未能解决塔吊喷淋体系快速安装,以及塔吊控制性喷淋等问题。There is an intelligent tower crane spray system in the prior art, which includes a tower crane, a water pipe spray system, a dust monitoring system, an intelligent controller, and a solenoid valve. The dust monitoring system collects the dust data information of the surrounding environment and transmits it to the intelligent controller. , so as to control the solenoid valve to open and close the water pipe spray system. Although this technology can achieve the effect of dust prevention and dust reduction, it is difficult to realize the combined spraying and dust removal of the site, and it cannot solve the problems of rapid installation of the tower crane spray system and controlled spraying of the tower crane.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于提供一种提高施工效率、改善喷淋除尘安装质量、提高喷淋除尘效果的塔吊自动喷淋系统及施工方法。The purpose of the present invention is to provide a tower crane automatic spray system and construction method which can improve the construction efficiency, improve the installation quality of spray dust removal, and improve the effect of spray dust removal.
为解决上述技术问题,本发明提供了一种塔吊自动喷淋系统施工方法,包括以下步骤:In order to solve the above-mentioned technical problems, the present invention provides a construction method of a tower crane automatic spray system, comprising the following steps:
步骤一、施工准备:勘测确定施工塔吊的平面位置,计算塔吊喷淋系统的供水压力,制备施工所需的材料和装置;Step 1. Construction preparation: survey and determine the plane position of the construction tower crane, calculate the water supply pressure of the tower crane spray system, and prepare the materials and devices required for the construction;
步骤二、施工塔吊布设:在地基土体上自下向上依次布设塔吊立柱、塔吊横臂和反力横梁,并沿塔吊立柱高度方向间隔设置塔吊横筋,分别在塔吊立柱与塔吊横臂之间、塔吊立柱与反力横梁之间设置塔吊拉索,在反力横梁下部设置配重块体;Step 2. Construction tower crane layout: Lay tower crane columns, tower crane transverse arms and reaction beams in sequence from bottom to top on the foundation soil, and set tower crane transverse bars at intervals along the height direction of the tower crane columns, respectively between the tower crane column and the tower crane transverse arms, A tower crane cable is arranged between the tower crane column and the reaction force beam, and a counterweight block is arranged at the lower part of the reaction force beam;
步骤三、供水箱系统布设:在地基土体上布设供水箱,并使供水箱分别与落水管、自来水管连通;供水竖管经加压泵与供水箱连通,并通过竖管限位箍将供水竖管与限位竖板及塔吊横筋连接牢固;在供水竖管的顶端设置万向流体阀,并使万向流体阀的下表面与连接限位槽内的转动滚轴相接;在连接限位槽与塔吊横筋之间设置槽底定位栓;落水管的顶端与雨水收纳槽底部的汇集水槽连通;Step 3: Layout of the water supply tank system: Arrange the water supply tank on the foundation soil, and connect the water supply tank with the downspout and the tap water pipe respectively; The vertical pipe is firmly connected with the limit vertical plate and the tower crane horizontal bar; a universal fluid valve is set at the top of the water supply vertical pipe, and the lower surface of the universal fluid valve is connected with the rotating roller in the connection limit groove; A groove bottom positioning bolt is arranged between the position groove and the tower crane transverse rib; the top of the downspout is connected with the collecting water groove at the bottom of the rainwater storage groove;
步骤四、横向喷水系统布设:在塔吊横臂的下方设置悬吊撑板,使悬吊撑板的上表面与伸缩内管连接;使伸缩内管套设于固定外管的内部,并使吊板控位索的一端依次穿过固定外管、伸缩内管后与悬吊撑板连接,使吊板控位索的另一端与第一卷拉机连接;在悬吊撑板的上表面分别铺设除尘水管和养护水管,并在除尘水管上设置向上喷水的除尘喷头,在养护水管上设置向下喷水的养护喷头;使横向连接管一端与万向流体阀连通,另一端通过管道转换体与除尘水管、养护水管连通,并在除尘水管和养护水管上分别设置水管控制阀;
步骤五、防风控制装置布设:在悬吊撑板背离塔吊立柱端的下表面连接挡风侧板,并在挡风侧板与悬吊撑板之间设置挡板转轴;在挡风侧板面向养护喷头的侧面上设置控水风管,并使控水风管的吹风孔面向塔吊立柱侧;Step 5. Layout of the windproof control device: connect the windshield side plate on the lower surface of the suspension support plate away from the end of the tower crane column, and set the baffle shaft between the windshield side plate and the suspension support plate; face the maintenance on the windshield side plate A water control air duct is set on the side of the nozzle, and the blowing hole of the water control air duct faces the side of the tower crane column;
步骤六、建筑临边喷淋系统布设:将移动撑柱与移位底板垂直连接,并在移动撑柱与移位底板之间设置补强撑筋,在移动撑柱背离补强撑筋侧设置供水管抱箍,在移位底板的下表面可转动的设置移位滚轮;使框架供水管依次穿过移动撑柱侧面的供水管抱箍;使框架供水管的一端采用管端封闭体封闭,另一端与外部供水设备连通;先推移相邻框架柱之间移动撑柱的纵向位置,再采用限位螺栓将移位底板与框架楼板连接,然后向框架供水管供水,借助墙侧喷头进行建筑临边喷淋除尘;Step 6. Layout of the building edge spray system: connect the movable support column vertically with the displacement bottom plate, and set up a reinforcing support bar between the moving support column and the displaced bottom plate, and set it on the side of the moving support column away from the reinforcement support bar For the water supply pipe hoop, a shift roller is rotatably arranged on the lower surface of the displacement bottom plate; the frame water supply pipe is passed through the water supply pipe hoop on the side of the movable support column in turn; one end of the frame water supply pipe is closed by a pipe end closure body, The other end is connected to the external water supply equipment; firstly, move the longitudinal position of the moving support column between the adjacent frame columns, and then use limit bolts to connect the displacement bottom plate and the frame floor plate, and then supply water to the frame water supply pipe, and use the wall side sprinkler to carry out construction Edge spray dust removal;
步骤七、便道除尘体系布设:在临时地面上设置防护栏,并在防护栏面向行车道方向设置栏侧槽筋,在防护栏的顶端设置栏顶槽筋,并在栏顶槽筋与防护栏之间设置槽筋连接槽;将栏侧供水管依次穿过栏侧槽筋,并在栏侧供水管远离防护栏的一侧设置栏侧喷头;在栏顶槽筋的上表面铺设栏顶供水管,并在栏顶供水管远离防护栏的一侧设置栏顶喷头。Step 7. Layout of the dust removal system for the access road: set up a guardrail on the temporary ground, set up the side groove rib on the guardrail facing the direction of the traffic lane, set the top groove rib on the top of the guardrail, and set the top groove rib and guardrail on the top of the guardrail. A groove rib connection groove is set between them; the water supply pipe on the side of the fence is passed through the groove rib on the side of the fence in turn, and the side nozzle is set on the side of the water supply pipe on the side of the fence away from the protective fence; on the upper surface of the groove rib on the top of the fence pipe, and set the top nozzle on the side of the top water supply pipe away from the guardrail.
本发明的有益效果在于:The beneficial effects of the present invention are:
(1)本发明在雨水收纳槽的弹性侧板与塔吊立柱之间设置撑扩囊袋,可通过控制撑扩囊袋的气压控制汇水面积,提高雨水收纳效率;同时,本发明采用收纳雨水与自来水作为喷淋水源,实现了水资源的组合运用。(1) In the present invention, the expansion bag is arranged between the elastic side plate of the rainwater storage tank and the tower crane column, and the catchment area can be controlled by controlling the air pressure of the expansion bag, so as to improve the rainwater storage efficiency; With tap water as the spray water source, the combined use of water resources is realized.
(2)本发明通过竖管限位箍将供水竖管与限位竖板及塔吊横筋连接牢固,降低了供水竖管安装的难度;同时,本发明万向流体阀的下表面与连接限位槽内的转动滚轴相接,并在连接限位槽与塔吊横筋之间设置槽底定位栓,提升了万向流体阀安装定位的准确度,减小了转动损伤。(2) The present invention firmly connects the water supply vertical pipe with the limit vertical plate and the tower crane horizontal bar through the vertical pipe limit hoop, which reduces the difficulty of installing the water supply vertical pipe; at the same time, the lower surface of the universal fluid valve of the present invention is connected to the limit The rotating rollers in the groove are connected, and the groove bottom positioning bolt is arranged between the connection limit groove and the tower crane transverse rib, which improves the installation and positioning accuracy of the universal fluid valve and reduces the rotation damage.
(3)本发明可通过吊板控位索控制悬吊撑板的高度,实现了除尘水管和养护水管高度的二次控制;同时,本发明除尘喷头和养护喷头可分别向上喷水和向下喷水,拓展了喷淋系统的适用范围。(3) The present invention can control the height of the suspension support plate through the hanging plate control cable, and realize the secondary control of the height of the dust removal water pipe and the maintenance water pipe; at the same time, the dust removal nozzle and the maintenance nozzle of the present invention can spray water upward and downward respectively. Water spraying expands the scope of application of the spraying system.
(4)本发明在悬吊撑板背离塔吊立柱端的下表面焊接挡风侧板,并在挡风侧板面向养护喷头的侧面上设置控水风管,可通过控水风管向喷淋水吹风,降低了刮风环境对喷淋施工的影响。(4) In the present invention, the windshield side plate is welded on the lower surface of the suspension support plate away from the end of the tower crane column, and the water control air pipe is arranged on the side of the windshield side plate facing the maintenance nozzle, which can spray water through the water control air pipe. The blower reduces the influence of the windy environment on the spray construction.
(5)本发明使框架供水管依次穿过移动撑柱上的供水管抱箍,并可借助墙侧喷头进行建筑临边喷淋除尘,解决了建筑临边死角部位的补充喷淋除尘。(5) The present invention makes the frame water supply pipe pass through the water supply pipe hoop on the moving support column in turn, and can use the wall side nozzle to spray and dedust the building edge, which solves the supplementary spraying and dust removal of the dead corner of the building.
(6)本发明在防护栏面向行车道侧设置栏侧供水管及栏侧喷头,在防护栏的顶端设置栏顶供水管和栏顶喷头,可实现对施工便道的组合喷淋,改善了便道的喷淋除尘效果。(6) In the present invention, the side water supply pipe and the side nozzle are arranged on the side of the guardrail facing the driving lane, and the top water supply pipe and the top sprinkler are arranged at the top of the guardrail, which can realize the combined spraying of the construction access road and improve the access road. spray dust removal effect.
附图说明Description of drawings
图1是本发明塔吊喷淋系统布设施工流程图;Fig. 1 is the construction flow chart of tower crane sprinkler system layout of the present invention;
图2是图1塔吊喷淋系统示意图;Fig. 2 is a schematic diagram of the tower crane spray system of Fig. 1;
图3是图2竖管限位箍与供水竖管连接结构示意图;3 is a schematic diagram of the connection structure between the standpipe limit hoop of FIG. 2 and the water supply standpipe;
图4是图2悬吊撑板与吊板控位索连接结构示意图;Fig. 4 is a schematic diagram of the connection structure of the suspension support plate of Fig. 2 and the position control cable of the suspension plate;
图5是图2除尘水管与养护水管布设平面示意图;Figure 5 is a schematic plan view of the layout of the dust removal water pipe and the maintenance water pipe in Figure 2;
图6是图2挡风侧板与控水风管连接结构示意图;Fig. 6 is a schematic diagram of the connection structure between the windshield side plate and the water control air duct of Fig. 2;
图7是图2建筑临边喷淋系统立面图;Fig. 7 is an elevation view of the edge spraying system of the building of Fig. 2;
图8是图1便道除尘体系布设示意图。FIG. 8 is a schematic diagram of the layout of the dust removal system for the access road in FIG. 1 .
图中:1-地基土体;2-塔吊立柱;3-塔吊横臂;4-反力横梁;5-塔吊横筋;6-塔吊拉索;7-配重块体;8-供水箱;9-落水管;10-自来水管;11-供水竖管;12-加压泵;13-竖管限位箍;14-限位竖板;15-万向流体阀;16-连接限位槽;17-转动滚轴;18-槽底定位栓;19-雨水收纳槽;20-汇集水槽;21-弹性侧板;22-撑扩囊袋;23-悬吊撑板;24-伸缩内管;25-固定外管;26-吊板控位索;27-第一卷拉机;28-除尘水管;29-养护水管;30-除尘喷头;31-养护喷头;32-横向连接管;33-管道转换体;34-水管控制阀;35-挡风侧板;36-挡板转轴;37-控水风管;38-吹风孔;39-侧板拉索;40-第二卷拉机;41-移动撑柱;42-移位底板;43-补强撑筋;44-供水管抱箍;45-移位滚轮;46-框架供水管;47-管端封闭体;48-框架柱;49-限位螺栓;50-框架楼板;51-墙侧喷头;52-临时地面;53-防护栏;54-栏侧槽筋;55-栏顶槽筋;56-槽筋连接槽;57-栏侧供水管;58-栏侧喷头;59-栏顶供水管;60-栏顶喷头;61-限位箍板;62-箍板转轴;63-箍板紧固栓;64-管侧垫板;65-刚性底板;66-喷淋漏水孔;67-限位隼板;68-撑柱连接筋;69-连筋转轴。In the picture: 1- foundation soil; 2- tower crane column; 3- tower crane cross arm; 4- reaction force beam; 5- tower crane cross bar; 6- tower crane cable; 7- counterweight block; 8- water supply tank; 9 -Downpipe; 10-Water Pipe; 11-Water Supply Standpipe; 12-Pressurized Pump; 13-Standpipe Limiting Hoop; 14-Limiting Vertical Plate; 15-Universal Fluid Valve; - Rotating Roller; 18 - Positioning Bolt at the Bottom of the Tank; 19 - Rainwater Storage Tank; 20 - Collecting Water Tank; 21 - Elastic Side Plate; -Fixed outer pipe; 26- Hanging plate control cable; 27- First coil pulling machine; 28- Dust removal water pipe; 29- Maintenance water pipe; 30- Dust removal nozzle; 31- Maintenance nozzle; Conversion body; 34- water pipe control valve; 35- windshield side plate; 36- baffle shaft; 37- water control air duct; 38- blowing hole; 39- side plate cable; 40- second winding machine; 41 -Moving support column; 42- Displacement bottom plate; 43- Reinforcing support bar; 44- Water supply pipe hoop; 45- Displacement roller; 46- Frame water supply pipe; -Limiting bolt; 50-Frame floor; 51-Wall side sprinkler; 52-Temporary ground; 53-Guardrail; 54-Column side groove bar; 55-Column top groove bar; Side water supply pipe; 58-column side nozzle; 59-column top water supply pipe; 60-column top nozzle; 61-limit hoop plate; 62-hoop plate rotating shaft; 63-hoop plate fastening bolt; 64-pipe side pad ; 65- Rigid bottom plate; 66- Sprinkler leakage hole; 67- Limiting falcon plate; 68- Column connecting bar;
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments in the present invention, all other embodiments obtained by those of ordinary skill in the art fall within the protection scope of the present invention.
本领域技术人员应理解的是,在本发明的揭露中,术语“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系是基于附图所示的方位或位置关系,其仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此上述术语不能理解为对本发明的限制。It should be understood by those skilled in the art that in the disclosure of the present invention, the terms "portrait", "horizontal", "upper", "lower", "front", "rear", "left", "right", " The orientation or positional relationship indicated by vertical, horizontal, top, bottom, inner, outer, etc. is based on the orientation or positional relationship shown in the accompanying drawings, which are only for the convenience of describing the present invention and The description is simplified rather than indicating or implying that the device or element referred to must have a particular orientation, be constructed and operate in a particular orientation, and thus the above terms should not be construed as limiting the invention.
可以理解的是,术语“一”应理解为“至少一”或“一个或多个”,即在一个实施例中,一个元件的数量可以为一个,而在另外的实施例中,该元件的数量可以为多个,术语“一”不能理解为对数量的限制。It should be understood that the term "a" should be understood as "at least one" or "one or more", that is, in one embodiment, the number of an element may be one, while in another embodiment, the number of the element may be one. The number may be plural, and the term "one" should not be understood as a limitation on the number.
如图1-8所述,本发明提供了一种塔吊自动喷淋系统施工方法,包括以下步骤:As shown in Figures 1-8, the present invention provides a construction method for a tower crane automatic spray system, comprising the following steps:
步骤一、施工准备:勘测确定施工塔吊的平面位置,计算塔吊喷淋系统的供水压力,制备施工所需的材料和装置;Step 1. Construction preparation: survey and determine the plane position of the construction tower crane, calculate the water supply pressure of the tower crane spray system, and prepare the materials and devices required for the construction;
步骤二、施工塔吊布设:在地基土体1上自下向上依次布设塔吊立柱2、塔吊横臂3和反力横梁4,并沿塔吊立柱2高度方向均匀间隔设置塔吊横筋5,分别在塔吊立柱2与塔吊横臂3之间、塔吊立柱2与反力横梁4之间设置塔吊拉索6,在反力横梁4下部设置配重块体7;Step 2. Construction tower crane layout: On the foundation soil body 1, the tower crane column 2, the tower
具体的,塔吊拉索6一端连接于塔吊立柱2的顶端,另一端连接于塔吊横臂3远离塔吊立柱2的一端或连接于反力横梁4远离塔吊立柱2的一端,通过塔吊拉索6对塔吊横臂3以及反力横梁4的远端进行拉扯,保证塔吊横臂3以及反力横梁4处于水平状态,同时配重块体7位于反力横梁4远离塔吊立柱2的一端,并通过配重块体7维持塔吊立柱2两侧的稳定性。Specifically, one end of the tower crane cable 6 is connected to the top of the tower crane column 2, and the other end is connected to the end of the tower
步骤三、供水箱系统布设:在地基土体1上布设供水箱8,并使供水箱8分别与落水管9、自来水管10连通;供水竖管11经加压泵12与供水箱8连通,并通过竖管限位箍13将供水竖管11与限位竖板14及塔吊横筋5连接牢固;在供水竖管11的顶端设置万向流体阀15,并使万向流体阀15的下表面与连接限位槽16内的转动滚轴17相接;在连接限位槽16与塔吊横筋5之间设置长度可调的槽底定位栓18;落水管9的顶端与雨水收纳槽19底部的汇集水槽20连通,并在雨水收纳槽19的弹性侧板21与塔吊立柱2之间设撑扩囊袋22;需要收纳雨水时,通过外部压气设备对撑扩囊袋22及弹性侧板21施加撑扩压力,增大汇水面积;当收集的雨水不满足喷淋供水需要时,通过自来水管10对供水箱8进行补充供水;
具体的,竖管限位箍13将供水竖管11与限位竖板14连接在一起,而限位竖板14连接至塔吊横筋5上,因此通过竖管限位箍13以及限位竖板14使得供水竖管11固定至塔吊横筋5上;连接限位槽16呈环形结构设置,万向流体阀15的下部位于连接限位槽16环形结构的内部,且转动滚轴17可相对于连接限位槽16进行滚动,使得万向流体阀15下表面接触转动滚轴17时,可以通过转动滚轴17带动万向流体阀15相对于连接限位槽16进行周向的转动,便于万向流体阀15朝向各个方向;弹性侧板21呈倾斜设置,使雨水收纳槽19呈“倒梯形”结构,通过对撑扩囊袋22进行充放气的操作,使得弹性侧板21的倾斜角度出现改变,进而调整雨水收纳槽19对雨水的收集面积。Specifically, the
其中,本方案的供水箱8一端外接有供水设备,以保证雨水储备不足时,可以通过供水设备进行除尘、养护的喷水操作。Wherein, one end of the water supply tank 8 in this scheme is connected with a water supply equipment to ensure that when the rainwater reserve is insufficient, the water supply equipment can be used for dust removal and water spraying operations for maintenance.
步骤四、横向喷水系统布设:在塔吊横臂3的下方设置悬吊撑板23,并使悬吊撑板23的上表面与伸缩内管24焊接连接;使伸缩内管24套设于固定外管25的内部,并使吊板控位索26的一端依次穿过固定外管25、伸缩内管24后与悬吊撑板23连接牢固,使吊板控位索26的另一端与第一卷拉机27连接;在悬吊撑板23的上表面分别铺设除尘水管28和养护水管29,并在除尘水管28上设置向上喷水的除尘喷头30,在养护水管29上设置向下喷水的养护喷头31;使横向连接管32一端与万向流体阀15连通,另一端通过管道转换体33与除尘水管28、养护水管29连通,并在除尘水管28和养护水管29上分别设置水管控制阀34;
具体的,通过加压泵12将供水箱8内的水沿着供水竖管11向上抽取,使得水依次沿着供水竖管11、万向流体阀15、横向连接管32流动至管道转换体33处,并通过管道转换体33将水流分别输送至除尘水管28、养护水管29内,随后通过水管控制阀34对除尘水管28、养护水管29的启闭进行控制,以便于控制除尘水管28、养护水管29上的除尘喷头30、养护喷头31进行喷水操作。Specifically, the water in the water supply tank 8 is pumped upward along the
步骤五、防风控制装置布设:在悬吊撑板23背离塔吊立柱2端的下表面焊接连接挡风侧板35,并在挡风侧板35与悬吊撑板23之间设置挡板转轴36,使得挡风侧板35可通过挡板转轴36相对于悬吊撑板23进行转动;在挡风侧板35面向养护喷头31的侧面上设置控水风管37,并使控水风管37的吹风孔38面向塔吊立柱2侧,使挡风侧板35远离悬吊撑板23的一端通过侧板拉索39与第二卷拉机40连接;当需要在刮风天气进行喷淋施工时,先采用侧板拉索39控制挡风侧板35与悬吊撑板23的夹角,再通过控水风管37向喷淋水吹风;Step 5. Layout of the windproof control device: Welding and connecting the
具体的,当外界风向为从挡风侧板35吹向塔吊立柱2时,通过挡风侧板35对外界的风进行阻挡,当外界风向为从塔吊立柱2吹向挡风侧板35时,通过控水风管37的吹风孔38向塔吊立柱2一侧进行吹风,以抵御外界的风向,保证除尘喷头30、养护喷头31喷水的朝向稳定。Specifically, when the outside wind direction blows from the
值得一提的是,第二卷拉机40设置于塔吊横臂3上,本方案的控水风管37外接有鼓风设备,通过鼓风设备吹出风,并通过吹风孔38向外输送。It is worth mentioning that the
步骤六、建筑临边喷淋系统布设:将移动撑柱41与移位底板42垂直焊接连接,并在移动撑柱41与移位底板42之间设置补强撑筋43,在移动撑柱41背离补强撑筋43侧设置供水管抱箍44,在移位底板42的下表面可转动的设置移位滚轮45;使框架供水管46依次穿过移动撑柱41侧面的供水管抱箍44;使框架供水管46的一端采用管端封闭体47封闭,另一端与外部供水设备连通;先推移相邻框架柱48之间移动撑柱41的纵向位置,再采用限位螺栓49将移位底板42与框架楼板50连接牢固,然后向框架供水管46供水,借助墙侧喷头51进行建筑临边喷淋除尘;Step 6. Arrangement of the spray system on the building edge: connect the
步骤七、便道除尘体系布设:在临时地面52上设置防护栏53,并在防护栏53面向行车道方向设置栏侧槽筋54,在防护栏53的顶端设置栏顶槽筋55,并在栏顶槽筋55与防护栏53之间设置槽筋连接槽56;将栏侧供水管57依次穿过栏侧槽筋54,并在栏侧供水管57远离防护栏53的一侧设置栏侧喷头58;在栏顶槽筋55的上表面铺设栏顶供水管59,并在栏顶供水管59远离防护栏53的一侧设置栏顶喷头60。Step 7. Layout of the dust removal system on the sidewalk: set up a
本发明还公开了一种塔吊自动喷淋系统,包括在雨水收纳槽19的弹性侧板21与塔吊立柱2之间设撑扩囊袋22,可通过控制撑扩囊袋22的气压控制汇水面积;通过竖管限位箍13将供水竖管11与限位竖板14及塔吊横筋5连接牢固;在连接限位槽16内设置转动滚轴17,并在连接限位槽16与塔吊横筋5之间设置槽底定位栓18;可通过吊板控位索26控制悬吊撑板23及除尘水管28和养护水管29的高度;在悬吊撑板23的下表面焊接挡风侧板35,并在挡风侧板35上设置控水风管37;框架供水管46依次穿过移动撑柱41上的供水管抱箍44,并可借助墙侧喷头51进行建筑临边喷淋除尘;在防护栏53面向行车道侧设置栏侧供水管57及栏侧喷头58,在防护栏53的顶端设置栏顶供水管59和栏顶喷头60。The present invention also discloses an automatic spraying system for a tower crane, which includes a support and expansion bag 22 between the
地基土体1为硬塑状态的粘性土。The foundation soil 1 is a cohesive soil in a hard plastic state.
塔吊立柱2采用强度等级为Q345B、厚度为20mm的钢板轧制而成。The tower crane column 2 is rolled from a steel plate with a strength grade of Q345B and a thickness of 20mm.
塔吊横臂3采用强度等级为Q345B的箱型钢梁。The tower
反力横梁4采用强度等级为Q345B的箱型钢梁。The
塔吊横筋5采用强度等级为Q345B的H型钢钢梁。The cross bar 5 of the tower crane adopts the H-shaped steel beam with the strength grade of Q345B.
塔吊拉索6和侧板拉索39分别采用直径为60mm和20mm的钢丝绳制成。The tower crane cable 6 and the
配重块体7采用强度等级为C35钢筋混凝土材料制备,横断面呈矩形。The counterweight block 7 is made of reinforced concrete with a strength grade of C35, and the cross section is rectangular.
供水箱8采用厚度为0.2mm的铁皮轧制而成。The water supply tank 8 is formed by rolling iron sheets with a thickness of 0.2 mm.
落水管9和自来水管10均采用直径为90mm的PVC管。Both the downpipe 9 and the
供水竖管11采用直径为120mm钢管轧制而成。The water supply
加压泵12采用小型加压泵。As the pressurizing pump 12, a small pressurizing pump is used.
竖管限位箍13包括两块的圆弧形的限位箍板61,并使限位箍板61的一端通过箍板转轴62与限位竖板14连接,另一端与箍板紧固栓63连接,在限位箍板61的内侧壁上设置管侧垫板64;限位箍板61采用厚度1mm的钢板轧制而成,高度为4cm,内侧壁与管侧垫板64粘贴连接,管侧垫板64采用厚度1mm的橡胶片或土工布。The
限位竖板14采用厚度为10mm的钢板轧制而成,与塔吊横筋5垂直焊接连接。The limit
万向流体阀15采用360°塔吊流体阀。Universal
连接限位槽16采用厚度20mm的钢板轧制而成,上表面设置直径20mm的球形转动滚轴17,下表面与槽底定位栓18焊接连接;槽底定位栓18包括直径30mm的螺杆和螺母,并使螺母两侧螺杆的紧固方向相反。The
雨水收纳槽19包括刚性底板65和弹性侧板21,并在刚性底板65的下部设置汇集水槽20,使刚性底板65与弹性侧板21粘贴连接。刚性底板65采用厚度为2mm的钢板轧制而成。弹性侧板21采用厚度为1mm的橡胶板轧制而成。The
汇集水槽20采用厚度为2mm的钢板轧制而成,横断面呈矩形,宽度为1m、高度为0.5m。The collecting
撑扩囊袋22采用厚度1mm的橡胶片缝合成圆柱形腔体,并使撑扩囊袋22与外部压气设备连通。The expansion bag 22 is sewn into a cylindrical cavity by using a rubber sheet with a thickness of 1 mm, and the expansion bag 22 is communicated with an external air pressure device.
悬吊撑板23采用厚度10mm的钢板轧制而成,并在悬吊撑板23上预设直径10mm的喷淋漏水孔66,与除尘水管28和养护水管29绑扎连接或粘贴连接或焊接连接。The
伸缩内管24和固定外管25均采用壁厚为2mm的钢管轧制而成,在伸缩内管24顶端的外侧壁上和固定外管25内侧壁上分别设置限位隼板67,内径分别为100mm和120mm。The telescopic
吊板控位索26采用直径为20mm的钢丝绳。The hanging
第一卷拉机27和第二卷拉机40均采用卷扬机。Both the first winding and pulling
除尘水管28和养护水管29均采用直径为60mm的钢管。Both the dust
横向连接管32采用直径为100mm的钢管。The transverse connecting
管道转换体33采用管道三通,钢管轧制而成。The
除尘喷头30和养护喷头31分别采用180°折射喷头和360°旋转喷头。The
水管控制阀34采用水力控制阀。The water
挡风侧板35采用厚度为1mm的钢板轧制而成。The
挡板转轴36采用合页或铰链,转轴直径为2mm。The
控水风管37采用直径60mm的钢管或PVC管,一端封闭,另一端与外部的鼓风设备连通。The water
吹风孔38孔径为2mm。The diameter of the
移动撑柱41采用规格为150×150×7×10的H型钢或钢管轧制而成,在纵向相邻的移动撑柱41之间设置撑柱连接筋68,并在撑柱连接筋68与移动撑柱41相接处设置连筋转轴69。撑柱连接筋68采用厚度1mm的钢板轧制而成,宽度为60mm。连筋转轴69采用直径20mm的转轴。The movable struts 41 are rolled from H-beam or steel pipes with a size of 150×150×7×10. Between the longitudinally adjacent
移位底板42采用厚度10mm的钢板轧制而成,宽度为0.5m,长度为1m。The
补强撑筋43采用直径为30mm的钢管轧制而成。The reinforcing
供水管抱箍44采用管箍或喉箍。The water
移位滚轮45采用3寸的万向球轮。The
框架供水管46采用直径为60mm的钢管。The frame
管端封闭体47采用内径与框架供水管相同的管帽,与框架供水管46粘贴连接。The pipe
框架柱48采用钢筋混凝土材料,混凝土强度等级为C35。The
限位螺栓49采用内径为22mm的螺栓。The
框架楼板50采用钢筋混凝土材料,混凝土强度等级为C35。The
墙侧喷头51采用360°旋转喷头。The
临时地面52为混凝土地面,混凝土强度等级为C30,厚度30cm。The
防护栏53采用钢护栏,直径为100mm。The
栏侧槽筋54采用厚度为2mm的钢板轧制而成,横断面呈圆弧形,圆心角为180~270°;The bar
栏顶槽筋55采用厚度10mm的钢板轧制而成,横断面呈圆弧形,圆心角为30°,下表面与槽筋连接槽56连接,沿临时地面52纵向通长布设;槽筋连接槽56套设于防护栏53的顶端。The
栏侧供水管57和栏顶供水管59均采用直径60mm的橡胶管。The
栏侧喷头58和栏顶喷头60均采用360°旋转喷头。The
箍板转轴62采用不锈钢转动轴承。The hoop
箍板紧固栓63采用直径为20mm的螺杆轧制而成。The hoop
限位隼板67采用厚度为10mm的钢板轧制而成,高度为15mm。The
本发明不局限于上述最佳实施方式,任何人在本发明的启示下都可得出其他各种形式的产品,但不论在其形状或结构上作任何变化,凡是具有与本申请相同或相近似的技术方案,均落在本发明的保护范围之内。The present invention is not limited to the above-mentioned best embodiment, and anyone can obtain other various forms of products under the inspiration of the present invention, but no matter if any changes are made in its shape or structure, all products with the same or similar characteristics as those of the present application can be obtained. Similar technical solutions all fall within the protection scope of the present invention.
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| CN109750686A (en) * | 2019-01-07 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of tower crane is connected the construction method and structure of shared stand column pile with support |
| CN211025579U (en) * | 2019-08-30 | 2020-07-17 | 四川师范大学 | Green construction intelligent spraying dust suppression system |
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Application publication date: 20220415 |
