CN205968946U - Prefabricated component discharging equipment - Google Patents

Prefabricated component discharging equipment Download PDF

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CN205968946U
CN205968946U CN201620738620.XU CN201620738620U CN205968946U CN 205968946 U CN205968946 U CN 205968946U CN 201620738620 U CN201620738620 U CN 201620738620U CN 205968946 U CN205968946 U CN 205968946U
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prefabricated components
crossbeam
discharge
tapping equipment
equipment according
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宋泽镡
王家岳
续文昊
张�林
王建卓
金国栋
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Abstract

本实用新型提供了一种预制构件排放装置,包括相互拼接组合的多个预制构件排放架。预制构件排放架包括:承托架;架设在所述承托架上的横梁;以及活动支撑,安装于所述横梁上并将所述承托架划分出供预制构件竖向排放的多个排放区间。本实用新型解决了预制构件现有的排放方式存在排放占用空间大,浪费空间资源;排放后不利于后续安装时的吊装施工,转运效率低等问题。

The utility model provides a prefabricated component discharge device, which comprises a plurality of prefabricated component discharge racks spliced and combined with each other. The prefabricated component discharge frame includes: a supporting bracket; a crossbeam erected on the supporting bracket; and a movable support, which is installed on the crossbeam and divides the supporting bracket into a plurality of rows for vertically discharging prefabricated components interval. The utility model solves the problems that the existing discharge method of the prefabricated components occupies a large space and wastes space resources; after discharge, it is not conducive to the hoisting construction during subsequent installation, and the transfer efficiency is low.

Description

预制构件排放装置Prefabricated component discharge device

技术领域technical field

本实用新型涉及一种建筑施工辅助工具,具体涉及一种预制构件排放装置。The utility model relates to an auxiliary tool for building construction, in particular to a discharge device for prefabricated components.

背景技术Background technique

预制装配是建设工程中经常采用的一种施工方式。构件从工厂或构件生产场地制成后运送到施工现场进行装配。由于生产、运输、安装等环节存在先后顺序和时间差,在构件制成后,需将预制构件排放在施工现场的定置区域排放。而预制构件大部分是不规则的形状,所以在确保不造成构件损坏的前提下,紧凑的排放成为令人挠头的问题。预制构件现有的排放方式存在排放占用空间大,浪费空间资源;排放后不利于后续安装时的吊装施工,转运效率低等问题。Prefabrication is a construction method often used in construction projects. The components are manufactured from the factory or the component production site and then transported to the construction site for assembly. Due to the sequence and time difference in production, transportation, installation and other links, after the components are manufactured, the prefabricated components need to be discharged in a fixed area on the construction site. Most of the prefabricated components are irregular in shape, so on the premise of ensuring that the components are not damaged, the compact discharge has become a problem that makes people scratch their heads. The existing discharge method of prefabricated components has problems such as large space occupation and waste of space resources; after discharge, it is not conducive to hoisting construction during subsequent installation, and the transfer efficiency is low.

实用新型内容Utility model content

为克服现有技术所存在的缺陷,现提供一种预制构件排放装置,以解决预制构件现有的排放方式存在排放占用空间大,浪费空间资源;排放后不利于后续安装时的吊装施工,转运效率低等问题。In order to overcome the defects of the existing technology, a prefabricated component discharge device is now provided to solve the problem that the existing discharge method of prefabricated components takes up a lot of space and wastes space resources; after discharge, it is not conducive to hoisting construction during subsequent installation, transfer Low efficiency and other issues.

为实现上述目的,提供一种预制构件排放装置,包括相互拼接组合的多个预制构件排放架。预制构件排放架包括:承托架;架设在所述承托架上的横梁;以及活动支撑,安装于所述横梁上并将所述承托架划分出供预制构件竖向排放的多个排放区间。In order to achieve the above purpose, a prefabricated component discharge device is provided, which includes a plurality of prefabricated component discharge racks spliced and combined with each other. The prefabricated component discharge frame includes: a supporting bracket; a crossbeam erected on the supporting bracket; and a movable support, which is installed on the crossbeam and divides the supporting bracket into a plurality of rows for vertically discharging prefabricated components interval.

本实用新型的有益效果在于,可根据预制构件的结构、大小、数量,及时调整预制构件排放架的数量,确定预制构件排放装置的大小,统筹安排预制构件的排放。而且预制构件的竖向直立排放节省排放空间,后序吊装时,移出活动支撑,有利于方便快捷的从预制构件上方起吊该预制构件,提高转运效率。The beneficial effect of the utility model is that according to the structure, size and quantity of the prefabricated components, the quantity of the prefabricated component discharge racks can be adjusted in time, the size of the prefabricated component discharge device can be determined, and the discharge of the prefabricated components can be arranged overall. Moreover, the vertical and upright discharge of the prefabricated components saves the discharge space. When the subsequent hoisting is performed, the movable support is removed, which is conducive to convenient and quick lifting of the prefabricated components from above the prefabricated components and improves the transfer efficiency.

优选地,承托架包括底框以及架设在底框上的立柱,立柱之间架设横梁。具有底框的承托架,可以提高整个预制构件排放架的整体稳固性。同时 可以将预制构件搁置在底框上,避免预制构件直接与地面接触而受到污损和破坏。Preferably, the supporting bracket includes a bottom frame and uprights erected on the bottom frame, and cross beams are set between the uprights. The support bracket with the bottom frame can improve the overall stability of the entire prefabricated component discharge frame. At the same time, the prefabricated components can be placed on the bottom frame to prevent the prefabricated components from being directly contacted with the ground and being stained and damaged.

优选地,立柱上设有供横梁的端部插设的多个第一插设孔,多个第一插设孔沿立柱的长度方向设置。预制构件排放装置可由横梁架设高度不同的单个预制构件排放架组成,各预制构件排放架的横梁高度可根据需排放的预制构件高度进行调整。Preferably, the column is provided with a plurality of first insertion holes for inserting the ends of the beams, and the plurality of first insertion holes are arranged along the length direction of the column. The prefabricated component discharge device can be composed of a single prefabricated component discharge frame with different beam erection heights, and the beam height of each prefabricated component discharge rack can be adjusted according to the height of the prefabricated components to be discharged.

优选地,承托架还包括固定连接立柱和底框之间的斜撑杆。斜撑杆进一步提升承托架的稳固性。Preferably, the supporting bracket further includes a diagonal brace fixedly connected between the upright column and the bottom frame. Diagonal struts further enhance the stability of the bracket.

优选地,活动支撑为支撑插杆,支撑插杆插设于横梁,并于横梁的第一侧形成支撑端、于横梁的第二侧形成卡挡端,卡挡端抵靠于横梁。当预制构件吊装排放时,为了避免活动支撑于横梁之间的相对滑动,而导致依靠在活动支撑上的预制构件滑倒。Preferably, the movable support is a supporting inserting rod, which is inserted into the beam, and forms a supporting end on the first side of the beam, and a locking end on the second side of the beam, and the locking end abuts against the beam. When the prefabricated components are hoisted and discharged, in order to avoid the relative sliding between the movable supports and the beams, the prefabricated components relying on the movable supports will slip.

优选地,横梁上设有供支撑插杆插设的第二插孔,多个第二插孔沿横梁的长度方向设置。为了方便施工现场对预制构件的排放,可根据预制构件厚度调整相邻两根活动支撑所插设的第二插孔,灵活调整每个预制构件排放架可排放预制构件的数量。Preferably, the beam is provided with a second insertion hole for inserting the supporting rod, and a plurality of second insertion holes are arranged along the length direction of the beam. In order to facilitate the discharge of prefabricated components on the construction site, the second jacks inserted by the two adjacent movable supports can be adjusted according to the thickness of the prefabricated components, and the number of prefabricated components that can be discharged by each prefabricated component discharge rack can be flexibly adjusted.

优选地,活动支撑包括插设于横梁的支撑插杆和插设于支撑插杆的卡挡件,卡挡件抵靠于横梁,可进一步将活动支撑固定在横梁上,提高活动支撑的支撑端的稳固性。Preferably, the movable support includes a support inserting rod inserted into the crossbeam and a stopper inserted into the support inserting rod, the stopper abuts against the crossbeam, and can further fix the movable support on the crossbeam, improving the stability of the support end of the movable support. stability.

优选地,卡挡件为楔形钢板。Preferably, the blocking member is a wedge-shaped steel plate.

优选地,排放区间的宽度与排放的预制构件厚度相对应,使得预制构件排放架的排放空间能得到充分的利用。Preferably, the width of the discharge interval corresponds to the thickness of the discharged prefabricated components, so that the discharge space of the prefabricated component discharge rack can be fully utilized.

附图说明Description of drawings

图1为本实用新型预制构件排放装置的结构示意图。Fig. 1 is a structural schematic diagram of the prefabricated component discharging device of the present invention.

图2为预制构件排放架的结构示意图。Fig. 2 is a structural schematic diagram of a prefabricated component discharge rack.

图3为活动支撑的结构示意图。Figure 3 is a schematic structural diagram of the movable support.

具体实施方式detailed description

以下通过特定的具体实例说明本实用新型的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本实用新型的其他优点与功效。本实用新型还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的 各项细节也可以基于不同观点与应用,在没有背离本实用新型的精神下进行各种修饰或改变。The implementation of the present utility model is described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present utility model from the content disclosed in this specification. The utility model can also be implemented or applied through other different specific implementation modes, and the details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the utility model.

图1为本实用新型预制构件排放装置的结构示意图。图2为预制构件排放架的结构示意图。图3为活动支撑的结构示意图。Fig. 1 is a structural schematic diagram of the prefabricated component discharging device of the present invention. Fig. 2 is a structural schematic diagram of a prefabricated component discharge rack. Figure 3 is a schematic structural diagram of the movable support.

结合图1和图2所示,本实用新型提供了一种预制构件排放装置是由多个预制构件排放架依次拼接组合而成。单个预制构件排放架之间可通过螺栓连接组合在一起。每个预制构件排放架的底部长度为4m,底部宽1.3m,高度2m。预制构件排放架包括:承托架、横梁以及活动支撑。As shown in FIG. 1 and FIG. 2 , the utility model provides a prefabricated component discharge device which is formed by sequentially splicing and combining a plurality of prefabricated component discharge racks. Single prefabricated component racks can be combined by bolt connection. The bottom length of each prefabricated component discharge frame is 4m, the bottom width is 1.3m, and the height is 2m. The prefabricated component discharge frame includes: supporting frame, beam and movable support.

承托架,是供承载排放预制结构的主要受力结构。承托架包括底框11以及立柱12。底框11包括两根主梁和两根副梁首尾相连连接形成的框形结构。两根立柱12分别竖设在底框11相邻的两个角上,立柱12垂直于底框11的上表面。搭设底框11的主梁、副梁以及立柱可选用空心方钢。主梁选用长度为4m的80mm*80mm*4mm的空心方钢;副梁选用1.2m的80mm*80mm*4mm的空心方钢;立柱可选用长度为2m-3m的100mm*100mm*5mm的空心方钢。承托架可采用焊接连接方式搭设形成。The supporting frame is the main force-bearing structure for carrying and discharging the prefabricated structure. The supporting bracket includes a bottom frame 11 and a column 12 . The bottom frame 11 includes a frame structure formed by connecting two main girders and two auxiliary girders end to end. Two upright columns 12 are erected on two adjacent corners of the bottom frame 11 respectively, and the upright columns 12 are perpendicular to the upper surface of the bottom frame 11 . Hollow square steel can be selected for the main girder, auxiliary girder and column on which the bottom frame 11 is set up. The main beam adopts 80mm*80mm*4mm hollow square steel with a length of 4m; the auxiliary beam adopts a 1.2m hollow square steel with a length of 80mm*80mm*4mm; steel. The supporting frame can be formed by welding and connecting.

为了能方便、适用排放不同高度的预制构件,可沿立柱12的长度方向,在立柱12上设置供横梁端部插设的多个第一插孔121。第一插孔121的形状大小与横梁的横截面想对应。In order to facilitate and suitably discharge prefabricated components of different heights, a plurality of first insertion holes 121 for inserting ends of crossbeams may be provided on the column 12 along the length direction of the column 12 . The shape and size of the first insertion hole 121 correspond to the cross-section of the beam.

为了进一步提高承托架的稳定性和牢固性,可在立柱12与底框11之间增加四根斜撑杆13。斜撑杆13可选用长度为1.96m的80mm*80mm*4mm的空心方钢。斜撑杆13的两端焊接连接于立柱12和底框11。In order to further improve the stability and firmness of the supporting bracket, four diagonal braces 13 can be added between the upright column 12 and the bottom frame 11 . Diagonal brace 13 can select the hollow square steel that length is 80mm*80mm*4mm of 1.96m for use. Both ends of the diagonal strut 13 are welded to the column 12 and the bottom frame 11 .

横梁水平架设于两根立柱12之间。横梁的两端分别插设在立柱12的第一插孔121中,并通过螺栓与立柱12固定连接。横梁可选用长度为4m的100mm*100mm*6mm角钢。The beam is erected horizontally between two columns 12 . Both ends of the beam are respectively inserted into the first insertion holes 121 of the column 12 and are fixedly connected to the column 12 by bolts. The beam can be 100mm*100mm*6mm angle steel with a length of 4m.

活动支撑包括插设在横梁上的支撑插杆31。如图2所示,支撑插杆31具有插设于横梁,并于横梁的第一侧形成支撑端311和相对于横梁另一侧的卡挡端312。支撑端311可供预制构件的上部支撑依靠。相邻的两根支撑插杆31将预制构件排放架划分为多个供预制构件竖向排放的排放区间。排放区间的宽度与预制构件的厚度相一致。The movable support includes a support inserting rod 31 inserted on the beam. As shown in FIG. 2 , the supporting rod 31 is inserted into the beam, and forms a supporting end 311 on the first side of the beam and a locking end 312 opposite to the other side of the beam. The support end 311 can be relied upon for the upper support of the prefabricated element. Two adjacent support inserting rods 31 divide the prefabricated component discharge rack into a plurality of discharge intervals for vertical discharge of prefabricated components. The width of the discharge section corresponds to the thickness of the prefabricated element.

同时,可沿横梁的长度方向,在横梁上设有供支撑插杆插设的多个第二插孔21。第二插孔21可通过电焊预先开设。第二插孔21的形状与活动支撑的相对应。At the same time, along the length direction of the beam, a plurality of second insertion holes 21 for inserting the supporting insertion rods may be provided on the beam. The second socket 21 can be pre-opened by electric welding. The shape of the second socket 21 corresponds to that of the movable support.

支撑插杆31可以选用方钢、方钢管、圆钢、圆钢管等材料制备。The support inserting rod 31 can be prepared by materials such as square steel, square steel pipe, round steel, and round steel pipe.

在本实施例中,如图3所示,支撑插杆31是一根长度600mm,40mm*400m的空心方管,空心方管具有支撑端311和卡挡端312。In this embodiment, as shown in FIG. 3 , the supporting inserting rod 31 is a hollow square tube with a length of 600 mm and 40 mm*400 m. The hollow square tube has a supporting end 311 and a locking end 312 .

为了不让支撑插杆31从横梁上脱离或滑落,结合图2,活动支撑还包括插设于卡挡端312的卡挡件32。卡挡端312上开有一个与卡挡件32相配套的第三插孔。卡挡件32为一个厚度20mm的楔形钢板。In order to prevent the support inserting rod 31 from detaching or slipping off from the beam, referring to FIG. 2 , the movable support further includes a locking member 32 inserted in the locking end 312 . A third insertion hole matched with the blocking member 32 is formed on the blocking end 312 . The blocking member 32 is a wedge-shaped steel plate with a thickness of 20 mm.

在一种实施例中,活动支撑包括支撑插杆和卡挡件。支撑插杆包括支撑端和卡挡端。支撑端是长度为500mm,直径为20mm圆钢,卡挡端为长度100mm、宽40mm、厚200m的钢板。支撑插杆是支撑端与卡挡端通过焊接固定形成。相应的,第二插孔为圆形插孔,孔径略大于支撑端的孔径。将支撑端插设于横梁的第二插孔中,使得支撑端位于横梁的第一侧,并直至横梁第二侧的卡挡件抵靠在横梁上。In one embodiment, the movable support includes a support inserting rod and a locking member. The supporting inserting rod includes a supporting end and a blocking end. The supporting end is round steel with a length of 500mm and a diameter of 20mm, and the retaining end is a steel plate with a length of 100mm, a width of 40mm and a thickness of 200m. The supporting inserting rod is formed by fixing the supporting end and the blocking end by welding. Correspondingly, the second jack is a circular jack with a diameter slightly larger than that of the supporting end. The supporting end is inserted into the second insertion hole of the crossbeam, so that the supporting end is located on the first side of the crossbeam, until the locking part on the second side of the crossbeam abuts against the crossbeam.

在另一种实施例中,活动支撑包括支撑插杆和卡挡件。支撑插杆为一根600mm,直径为20mm的圆钢。支撑插杆包括支撑端和卡挡端。在卡挡端的端部外壁上设有外螺纹。卡挡件为设有内螺纹的螺帽。卡挡件的内螺纹与卡挡端外壁上的外螺纹相配合。活动支撑为卡挡件与卡挡端螺接形成。相应的,第二插孔为圆形插孔,孔径略大于支撑端的孔径。将支撑端插设于横梁的第二插孔中,使得支撑端位于横梁的第一侧,并直至横梁第二侧的卡挡件抵靠在横梁上。In another embodiment, the movable support includes a support inserting rod and a locking member. The supporting rod is a 600mm round steel with a diameter of 20mm. The supporting inserting rod includes a supporting end and a blocking end. An external thread is provided on the end outer wall of the blocking end. The blocking member is a nut provided with an internal thread. The internal thread of the blocking member is matched with the external thread on the outer wall of the blocking end. The movable support is formed by screwing the blocking piece and the blocking end. Correspondingly, the second jack is a circular jack with a diameter slightly larger than that of the supporting end. The supporting end is inserted into the second insertion hole of the crossbeam, so that the supporting end is located on the first side of the crossbeam, until the locking part on the second side of the crossbeam abuts against the crossbeam.

在实际操作中,首先根据预制构件的数量设定预制构件排放架的数量。再根据预制构件的高度确定单个预制构件排放架的横梁架设高度,然后吊装预制构件,将预制构件的竖立放置在底框11上,根据预制构件的厚度选择支撑插杆31插设的第二插孔21,最后将预制构件的上部依靠在支撑插杆31的支撑端311上。单个预制构件排放架排放高度相近的一批预制构件。In actual operation, first set the number of prefabricated component discharge racks according to the number of prefabricated components. Determine the crossbeam erection height of a single prefabricated component discharge rack according to the height of the prefabricated component, then hoist the prefabricated component, place the prefabricated component upright on the bottom frame 11, and select the second inserting rod 31 to insert according to the thickness of the prefabricated component Holes 21, and finally the upper part of the prefabricated component rests on the supporting end 311 of the supporting plunger 31. A single prefabricated component discharge rack discharges a batch of prefabricated components with similar heights.

如此这般,可灵活调节预制构件排放装置中的单个预制构件排放架横梁的高度,还可以因地制宜的调整构成预制构件排放装置的预制构件排放架的数量。In this way, the height of the crossbeam of a single prefabricated component discharge rack in the prefabricated component discharge device can be flexibly adjusted, and the number of prefabricated component discharge racks constituting the prefabricated component discharge device can also be adjusted according to local conditions.

需要说明的是,本说明书所附图式所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本实用新型可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本实用新型所能产生的功效及所能达成的目的下,均应仍落在本实用新型所揭示的技术内容得能涵盖 的范围内。同时,本说明书中所引用的如“上”、“下”、“左”、“右”、“中间”及“一”等的用语,亦仅为便于叙述的明了,而非用以限定本实用新型可实施的范围,其相对关系的改变或调整,在无实质变更技术内容下,当亦视为本实用新型可实施的范畴。It should be noted that the structures, proportions, sizes, etc. shown in the drawings attached to this specification are only used to match the content disclosed in the specification, for those who are familiar with this technology to understand and read, and are not intended to limit the scope of this practical application. The restrictive conditions for the implementation of the new model, so it has no technical substantive significance, any modification of the structure, the change of the proportional relationship or the adjustment of the size, without affecting the effect and the purpose of the utility model, should be Still fall within the scope that the technical content disclosed by the utility model can cover. At the same time, terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description and are not used to limit this specification. The practicable range of the utility model, and the change or adjustment of its relative relationship, without any substantial change in the technical content, shall also be regarded as the practicable scope of the utility model.

以上结合附图实施例对本实用新型进行了详细说明,本领域中普通技术人员可根据上述说明对本实用新型做出种种变化例。因而,实施例中的某些细节不应构成对本实用新型的限定,本实用新型将以所附权利要求书界定的范围作为保护范围。The utility model has been described in detail above in conjunction with the embodiments of the accompanying drawings, and those skilled in the art can make various changes to the utility model according to the above description. Therefore, some details in the embodiments should not constitute limitations to the utility model, and the utility model shall take the scope defined by the appended claims as the scope of protection.

Claims (9)

1. a kind of prefabricated components tapping equipment is it is characterised in that include the multiple prefabricated components discharge framves mutually splicing and combining, institute State prefabricated components discharge frame to include:
Support bracket;
It is erected at the crossbeam on described support bracket;And
Movable supporting, is installed on described crossbeam and described support bracket is marked off the multiple discharges for the vertical discharge of prefabricated components Interval.
2. prefabricated components tapping equipment according to claim 1 is it is characterised in that described support bracket includes underframe and frame It is located at the column on described underframe;Described column is added to be provided with described crossbeam.
3. prefabricated components tapping equipment according to claim 2 is it is characterised in that described column is provided with for described crossbeam End plug multiple first plug hole, multiple described first plug hole along the length direction setting of described column.
4. prefabricated components tapping equipment according to claim 2 is it is characterised in that described support bracket also includes being fixedly connected Hound between described column and described underframe.
5. prefabricated components tapping equipment according to claim 1 it is characterised in that described movable supporting be support inserted link, Described support inserted link is inserted on described crossbeam, and forms support end in the first side of described crossbeam, in the second of described crossbeam Side forms block end, and described block end is resisted against described crossbeam.
6. prefabricated components tapping equipment according to claim 5 it is characterised in that described crossbeam be provided with described for plugging Support multiple second jacks of inserted link, multiple described second jacks are along the length direction setting of described crossbeam.
7. prefabricated components tapping equipment according to claim 1 is it is characterised in that described movable supporting includes being inserted in institute State supporting inserted link and being inserted in the described block part supporting inserted link of crossbeam, described block part is resisted against described crossbeam.
8. prefabricated components tapping equipment according to claim 7 is it is characterised in that described block part is wedge-shaped steel plate.
9. prefabricated components tapping equipment according to claim 1 is it is characterised in that the interval width of described discharge and discharge Prefabricated components thickness corresponding.
CN201620738620.XU 2016-07-14 2016-07-14 Prefabricated component discharging equipment Expired - Fee Related CN205968946U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109877792A (en) * 2019-01-30 2019-06-14 湖南建工五建建筑工业化有限公司 Prefabricated panel storage rack

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109877792A (en) * 2019-01-30 2019-06-14 湖南建工五建建筑工业化有限公司 Prefabricated panel storage rack

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