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CN201813701U - Framework of sunlight greenhouse in large-span all-steel structure - Google Patents

Framework of sunlight greenhouse in large-span all-steel structure Download PDF

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CN201813701U
CN201813701U CN2010202738385U CN201020273838U CN201813701U CN 201813701 U CN201813701 U CN 201813701U CN 2010202738385 U CN2010202738385 U CN 2010202738385U CN 201020273838 U CN201020273838 U CN 201020273838U CN 201813701 U CN201813701 U CN 201813701U
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greenhouse
steel
girder
steel pipe
span
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云存义
贾英洲
朱青云
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

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Abstract

本实用新型涉及一种建筑材料,具体地说是涉及一种用于温室大棚拱梁和横梁的大跨度全钢结构日光温棚骨架。本实用新型一种大跨度全钢结构日光温棚骨架包括钢管拼接处、主梁、横梁、温棚门、钢丝卡扣、塑料覆膜、填充复合材料,所述的主梁的钢管拼接处为缩口套接后采用螺丝固定,主梁与横梁相交处采用钢丝卡扣卡接,温棚骨架前侧主梁第一根杆处留有温棚门。本实用新型一种大跨度全钢结构日光温棚骨架结构简单,安装使用方便,抗压强度高,平衡性能好。本实用新型一种大跨度全钢结构日光温棚骨架结构适用于一切日光温室使用。

Figure 201020273838

The utility model relates to a building material, in particular to a large-span all-steel solar greenhouse frame for greenhouse arch beams and beams. The skeleton of a large-span all-steel solar greenhouse of the utility model includes steel pipe joints, main girders, crossbeams, greenhouse doors, steel wire buckles, plastic coatings, and filled composite materials. The steel pipe joints of the main girder are Screws are used to fix the necking socket, the intersection of the main beam and the beam is snapped with a steel wire buckle, and the greenhouse door is left at the first pole of the main beam on the front side of the greenhouse skeleton. The utility model is a large-span all-steel solar greenhouse with simple skeleton structure, convenient installation and use, high compressive strength and good balance performance. The utility model is a large-span all-steel solar greenhouse frame structure suitable for use in all solar greenhouses.

Figure 201020273838

Description

一种大跨度全钢结构日光温棚骨架 A large-span all-steel solar greenhouse skeleton

技术领域technical field

本实用新型涉及一种建筑材料,具体地说是涉及一种用于温室大棚拱梁和横梁的大跨度全钢结构日光温棚骨架。 The utility model relates to a building material, in particular to a large-span all-steel solar greenhouse framework for greenhouse arch beams and beams. the

背景技术Background technique

目前国内温室大棚骨架大多采用钢管加钢筋焊接加工作为温室大棚的横梁和纵梁,其不足是要在现场进行焊接加工,在西部农牧区未接电网地区无法实现焊接,并且在焊接的纵、横梁之间焊接过多的斜拉杆,会影响温室内的采光。有的大棚骨架采用方管在专用轧制设备上冷弯轧制而成的弧型型材作为温室大棚骨架,成本过高。也有采用水泥大棚骨架,但随着温室大棚需求量增加,大棚的跨度也越来越大,水泥大棚骨架不适应大跨度对拱架强度的要求。 At present, most of the domestic greenhouse skeletons are welded with steel pipes and steel bars as the beams and longitudinal beams of the greenhouse. The disadvantage is that welding must be carried out on site. Welding cannot be realized in areas that are not connected to the power grid in the western agricultural and pastoral areas, and the longitudinal and longitudinal beams of the welded Too many diagonal tie rods welded between the beams will affect the lighting in the greenhouse. Some greenhouse skeletons use arc-shaped profiles formed by cold-bending and rolling square tubes on special rolling equipment as the greenhouse skeleton, and the cost is too high. There are also cement greenhouse skeletons, but as the demand for greenhouses increases, the span of the greenhouses is also increasing, and the cement greenhouse skeletons do not meet the requirements of large spans for the strength of the arch. the

发明内容Contents of the invention

本实用新型要解决的技术问题是针对现有技术存在的不足,提供一种强度高的轻型大跨度全钢结构日光温棚骨架。 The technical problem to be solved by the utility model is to provide a high-strength light-duty large-span all-steel structure sunlight greenhouse frame for the deficiencies in the prior art. the

本实用新型一种大跨度全钢结构日光温棚骨架通过下述技术方案予以实现:本实用新型一种大跨度全钢结构日光温棚骨架包括钢管拼接处、主梁、横梁、温棚门、钢丝卡扣、塑料覆膜、填充复合材料,所述的主梁的钢管拼接处为缩口套接后采用螺丝固定,主梁与横梁相交处采用钢丝卡扣卡接,温棚骨架前侧主梁第一根杆处留有温棚门。 The skeleton of a large-span all-steel structure sunlight greenhouse of the utility model is realized through the following technical scheme: The skeleton of a large-span all-steel structure sunlight greenhouse of the utility model includes steel pipe joints, main beams, beams, greenhouse doors, Steel wire buckle, plastic film, filling composite material, the splicing part of the steel pipe of the main beam is fixed with screws after shrinking and socketing, the intersection of the main beam and the cross beam is clamped with steel wire buckle, and the front side of the greenhouse skeleton is mainly There is a greenhouse door at the first pole of the beam. the

本实用新型一种大跨度全钢结构日光温棚骨架与现有技术相比较有如下有益效果:由于本实用新型温棚骨架采用钢管外包覆塑料薄膜对钢管骨架进行防 腐处理,增加了温棚骨架的使用寿命。在钢管内填充了玻纤复合水泥或纯水泥,又大幅度增加了骨架的强度,因此本实用新型温棚内不需要设置立柱,提高了温棚使用面积;由于本实用新型温棚骨架在主梁前侧留有温棚门,使用中拖拉机等农业生产机械可开进温棚进行作业,提高了温棚的生产效率。采用本实用新型钢管作为温室大棚的横梁和主梁,采用建筑行架结构安装,不需要焊接,只需采用钢丝卡扣对横梁和主梁相交处进行连接,这种连接方式不仅提高了骨架的平衡性能,而且不会像焊接那样出现断裂现象。当主梁需要两根以上钢管进行连接时,采用缩口机在钢管一端进行缩口加工,安装时只需将缩口一端钢管插接在另一根钢管未缩口钢管端即可完成。本实用新型一种大跨度全钢结构日光温棚骨架结构简单,安装使用方便,抗压强度高,平衡性能好。本实用新型一种大跨度全钢结构日光温棚骨架结构适用于一切日光温室使用。 Compared with the prior art, a large-span all-steel solar greenhouse framework of the utility model has the following beneficial effects: Since the utility model greenhouse framework adopts a steel pipe to be coated with a plastic film to carry out anti-corrosion treatment on the steel pipe framework, the temperature is increased. The service life of the shed skeleton. The steel pipe is filled with glass fiber composite cement or pure cement, which greatly increases the strength of the skeleton, so there is no need to set up columns in the greenhouse of the utility model, which improves the usable area of the greenhouse; because the skeleton of the greenhouse of the utility model is in the main There is a greenhouse door on the front side of the beam, and tractors and other agricultural production machinery can be driven into the greenhouse for work, which improves the production efficiency of the greenhouse. The steel pipe of the utility model is used as the beam and the main beam of the greenhouse, and is installed with a building row frame structure without welding, and only needs to use steel wire buckles to connect the intersection of the beam and the main beam. This connection method not only improves the strength of the skeleton. Balanced performance without breaking like welding. When the main girder needs to be connected with more than two steel pipes, the necking machine is used to process the necking at one end of the steel pipe. During installation, it is only necessary to insert the steel pipe at the necked end to the unshrinked steel pipe end of the other steel pipe to complete. The utility model is a large-span all-steel solar greenhouse with simple skeleton structure, convenient installation and use, high compressive strength and good balance performance. The utility model is a large-span all-steel solar greenhouse frame structure suitable for use in all solar greenhouses. the

附图说明Description of drawings

图1为本实用新型一种大跨度全钢结构日光温棚骨架结构示意图; Fig. 1 is a schematic diagram of the skeleton structure of a large-span all-steel structure solar greenhouse of the present invention;

图2为本实用新型一种大跨度全钢结构日光温棚骨架主梁与横梁连接主视结构示意图; Fig. 2 is a schematic structural diagram of the front view of the connection between the main girder and the cross beam of a large-span all-steel solar greenhouse skeleton of the utility model;

图3为本实用新型一种大跨度全钢结构日光温棚骨架主梁与横梁连接俯视结构结构示意图; Fig. 3 is a schematic structural diagram of a large-span all-steel solar greenhouse framework connecting the main girder and the cross beam of the utility model in a top view;

图4为本实用新型一种大跨度全钢结构日光温棚骨架钢管断面结构示意图; Fig. 4 is a schematic diagram of the cross-sectional structure of a large-span all-steel solar greenhouse framework steel pipe of the utility model;

图5为本实用新型一种大跨度全钢结构日光温棚骨架主梁与副梁及斜拉筋焊接主视结构示意图; Fig. 5 is a schematic diagram of the structure of a large-span all-steel solar greenhouse skeleton welded main girder, auxiliary girder and cable tie bars according to the utility model;

图6为本实用新型一种大跨度全钢结构日光温棚骨架主梁与副梁焊接剖视结构示意图。 Fig. 6 is a schematic cross-sectional structure diagram of a large-span all-steel solar greenhouse frame welded main girder and auxiliary girder of the utility model. the

其中:1、钢管拼接处;2、主梁;3、横梁;4、温棚门;5、钢丝卡扣;6、塑料覆膜;7、填充复合材料;8、钢管;9、副梁;10、斜拉筋。 Among them: 1. Steel pipe joint; 2. Main beam; 3. Beam; 4. Shed door; 5. Steel wire buckle; 6. Plastic coating; 7. Filling composite material; 8. Steel pipe; 10. Diagonal tie bars. the

具体实施方式Detailed ways

下面结合附图和实施例对本实用新型一种大跨度全钢结构日光温棚骨架技术方案作进一步描述。 The technical scheme of a large-span all-steel solar greenhouse skeleton of the utility model will be further described below in conjunction with the accompanying drawings and embodiments. the

如图1-图4所示,本实用新型一种大跨度全钢结构日光温棚骨架包括钢管拼接处1、主梁2、横梁3、温棚门4、钢丝卡扣5、塑料覆膜6、填充复合材料7,所述的主梁2的钢管拼接处1为缩口套接后采用螺丝固定,主梁2与横梁3相交处采用钢丝卡扣5卡接,温棚骨架前侧主梁2第一根杆处留有温棚门4。 As shown in Fig. 1-Fig. 4, a large-span all-steel solar greenhouse skeleton of the utility model includes a steel pipe joint 1, a main beam 2, a beam 3, a greenhouse door 4, a steel wire buckle 5, and a plastic coating 6 , filling composite material 7, the steel pipe splicing part 1 of the main beam 2 is fixed by screws after shrinking and socketing, the intersection of the main beam 2 and the cross beam 3 is clamped by a steel wire buckle 5, and the main beam on the front side of the greenhouse skeleton 2. There is a greenhouse door 4 at the first pole place. the

所述的塑料覆膜6包覆在主梁2和横梁3的钢管8外表面,填充复合材料7填充在钢管8内腔。 The plastic film 6 is coated on the outer surface of the steel pipe 8 of the main beam 2 and the cross beam 3 , and the filling composite material 7 is filled in the inner cavity of the steel pipe 8 . the

所述的包覆在钢管8外圆的塑料覆膜6是包塑、压塑或喷塑薄膜。 The plastic film 6 wrapped on the outer circle of the steel pipe 8 is a plastic-coated, compression-molded or spray-coated film. the

所述的钢管8内腔的填充复合材料7为玻纤复合水泥或纯水泥。 The composite material 7 for filling the inner cavity of the steel pipe 8 is glass fiber composite cement or pure cement. the

实施例1。 Example 1. the

本实施例采用48×2的钢管8作为主梁2,外包覆塑料覆膜6,内填充玻纤复合水泥或纯水泥填充复合材料7;采用23×1的钢管8作为横梁3,外包覆塑料覆膜6,内填充玻纤复合水泥或纯水泥填充复合材料7,如图4所示。主梁2和横梁3之间采用建筑行架结构安装,主梁2和横梁3的相交处用钢丝卡扣5卡接,如图2、图3所示; In this embodiment, a 48×2 steel pipe 8 is used as the main beam 2, covered with a plastic film 6, and filled with glass fiber composite cement or pure cement to fill the composite material 7; a 23×1 steel pipe 8 is used as the beam 3, and the outer Covered with plastic film 6, filled with glass fiber composite cement or pure cement filled composite material 7, as shown in Figure 4. The main beam 2 and the beam 3 are installed with a building row frame structure, and the intersection of the main beam 2 and the beam 3 is clamped with a steel wire buckle 5, as shown in Figure 2 and Figure 3;

安装时在温棚骨架主梁2前侧第一根杆或中间杆处留有温棚门4,如图1所示。 During installation, a greenhouse door 4 is left at the first pole or the middle pole on the front side of the main beam 2 of the greenhouse framework, as shown in Figure 1. the

本实用新型的主梁2和横梁3的钢管8可根据温棚骨架的跨度采用不同规 格直径的材料制作。 The steel pipe 8 of girder 2 and crossbeam 3 of the present utility model can adopt the material making of different specification diameters according to the span of greenhouse skeleton. the

实施例2。 Example 2. the

本实施例采用48×2的钢管8作为主梁2,外包覆塑料覆膜6,内填充玻纤复合水泥或纯水泥填充复合材料7;采用23×1的钢管8作为横梁3,外包覆塑料覆膜6,内填充玻纤复合水泥或纯水泥填充复合材料7,如图4所示。主梁2和横梁3之间采用建筑行架结构安装,主梁2和横梁3的相交处用钢丝卡扣5卡接,如图2、图3所示; In this embodiment, a 48×2 steel pipe 8 is used as the main beam 2, covered with a plastic film 6, and filled with glass fiber composite cement or pure cement to fill the composite material 7; a 23×1 steel pipe 8 is used as the beam 3, and the outer Covered with plastic film 6, filled with glass fiber composite cement or pure cement filled composite material 7, as shown in Figure 4. The main beam 2 and the beam 3 are installed with a building row frame structure, and the intersection of the main beam 2 and the beam 3 is clamped with a steel wire buckle 5, as shown in Figure 2 and Figure 3;

安装时在温棚骨架主梁2前侧第一根杆或中间杆处留有温棚门4,如图1所示。 During installation, a greenhouse door 4 is left at the first pole or the middle pole on the front side of the main beam 2 of the greenhouse framework, as shown in Figure 1. the

本实施例的主梁2和横梁3的钢管8在温棚骨架的跨度为40米或大于40米时,采用直径大于实施例1的钢管材料制作,并在主梁2室内侧焊接设置若干个副梁9,跨度越大,副梁9距离主梁2的宽度越大,副梁9的宽度可在10~40厘米之间,副梁9的长度可在20~60厘米之间,副梁9采用的钢管直径可与主梁2或横梁3的钢管直径相同,同时在副梁9与主梁2之间焊接设置斜拉筋10。如图5、图6所示。 The steel pipes 8 of the main beam 2 and cross beam 3 of this embodiment are made of steel pipes with a diameter greater than that of Example 1 when the span of the greenhouse framework is 40 meters or greater, and several steel pipes are welded on the inner side of the main beam 2. Subbeam 9, the larger the span, the greater the width of subbeam 9 from main beam 2, the width of subbeam 9 can be between 10-40 cm, the length of sub-beam 9 can be between 20-60 cm, and the width of sub-beam 9 can be between 20-60 cm. The diameter of the steel pipe adopted in 9 can be the same as that of the main beam 2 or the cross beam 3, and the oblique tie bars 10 are welded between the auxiliary beam 9 and the main beam 2 at the same time. As shown in Figure 5 and Figure 6. the

Claims (5)

1. large span full steel structure daylight greenhouse framework, comprise steel pipe splicing place (1), girder (2), crossbeam (3), Wen Pengmen (4), steel wire buckle (5), plastic film coated (6), filled composite materials (7), it is characterized in that: steel pipe splicing place (1) of described girder (2) is fixed for adopting screw after the reducing socket, girder (2) adopts steel wire buckle (5) clamping with crossbeam (3) intersection, and girder (2) first bar places in greenhouse framework front side leave Wen Pengmen (4).
2. large span full steel structure daylight greenhouse framework according to claim 1 is characterized in that: described plastic film coated (6) are coated on steel pipe (8) outer surface of girder (2) and crossbeam (3), and filled composite materials (7) is filled in steel pipe (8) inner chamber.
3. large span full steel structure daylight greenhouse framework according to claim 1 is characterized in that: described plastic film coated (6) that are coated on steel pipe (8) cylindrical are plastic, compression moulding or plastic-blasting film.
4. large span full steel structure daylight greenhouse framework according to claim 1 is characterized in that: the filled composite materials (7) of described steel pipe (8) inner chamber is glass fiber composite cement or striaght cement.
5. large span full steel structure daylight greenhouse framework according to claim 1 is characterized in that: the welding of described girder (2) indoor is provided with auxiliary girder (9), and welding is provided with brace (10) between auxiliary girder (9) and the girder (2).
CN2010202738385U 2010-07-23 2010-07-23 Framework of sunlight greenhouse in large-span all-steel structure Expired - Fee Related CN201813701U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112616524A (en) * 2021-02-20 2021-04-09 宜兴市蔬菜办公室 Agricultural assembled steel pipe big-arch shelter rolls up membrane pole
CN114150878A (en) * 2021-11-10 2022-03-08 天津市滨生源科技发展有限公司 Large-span greenhouse installation device and operation method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112616524A (en) * 2021-02-20 2021-04-09 宜兴市蔬菜办公室 Agricultural assembled steel pipe big-arch shelter rolls up membrane pole
CN114150878A (en) * 2021-11-10 2022-03-08 天津市滨生源科技发展有限公司 Large-span greenhouse installation device and operation method

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