CN106049733B - A composite hollow floor slab with honeycomb hole profiled steel plate - Google Patents
A composite hollow floor slab with honeycomb hole profiled steel plate Download PDFInfo
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- CN106049733B CN106049733B CN201610562883.4A CN201610562883A CN106049733B CN 106049733 B CN106049733 B CN 106049733B CN 201610562883 A CN201610562883 A CN 201610562883A CN 106049733 B CN106049733 B CN 106049733B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
- Panels For Use In Building Construction (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
一种蜂窝孔压型钢板叠合空心楼板,适用于建筑领域使用。它包括由多块蜂窝孔压型钢板‑混凝土预制底板拼接构成楼板施工时的底模,底模上设有混凝土层,形成叠合空心板;所述所述蜂窝孔压型钢板‑混凝土预制底板包括多个两侧设有翼缘的蜂窝孔压型钢板,蜂窝孔压型钢板上设有多个有规则蜂窝状孔洞,多个蜂窝孔压型钢板通过拼接构成凹凸结构,所述蜂窝孔压型钢板拼接形成凹凸结构的肋间设有空心模,在凹凸结构设置的空心模间隙处穿有钢筋。其轻质高强、结构合理、施工简便的特点,内填预制空心模可大大减轻楼板自重。间隔布置空心模以及布置横向钢筋以实现楼板的双向共同受力的特点,楼板受力更合理。
The utility model relates to a laminated hollow floor slab of honeycomb hole profiled steel plates, which is suitable for use in the construction field. It includes a bottom formwork for floor construction formed by splicing multiple honeycomb hole profiled steel plates-concrete prefabricated bottom slabs, and a concrete layer is arranged on the bottom formwork to form a laminated hollow slab; said honeycomb hole profiled steel plate-concrete prefabricated bottom plate It includes a plurality of honeycomb profiled steel plates with flanges on both sides. There are multiple regular honeycomb holes on the honeycomb profiled steel plates. Multiple honeycomb profiled steel plates are spliced to form a concave-convex structure. A hollow form is provided between the ribs of the concave-convex structure formed by splicing the profiled steel plates, and steel bars are pierced in the gaps of the hollow form formed by the concave-convex structure. It has the characteristics of light weight, high strength, reasonable structure, and simple construction. The prefabricated hollow form filled inside can greatly reduce the weight of the floor. The hollow formwork is arranged at intervals and the transverse steel bars are arranged to realize the two-way joint force of the floor, and the force of the floor is more reasonable.
Description
技术领域technical field
本发明涉及一种空心楼板,尤其适用于一种建筑领域中使用的蜂窝孔压型钢板叠合空心楼板。The invention relates to a hollow floor slab, and is especially suitable for a hollow-core floor slab laminated with honeycomb hole profiled steel plates used in the construction field.
背景技术Background technique
叠合楼板作为最适合工业化生产的楼板形式之一,其具有施工快捷、不需支模、无需吊顶、整体性好、结构受力合理的特点。但传统的叠合楼板其预制底板一般较厚才能满足较大跨度的楼板需要,这样使得预制底板较厚,叠合楼板的自重也较大。叠合空心板则可以节省材料,减轻自重,还有较好的隔音效果,具有较好的经济效益。目前,叠合空心板通常为单向板的形式,很少有能实现双向板的。As one of the most suitable floor forms for industrial production, laminated floor slabs have the characteristics of quick construction, no need for formwork, no need for suspended ceilings, good integrity, and reasonable structural stress. However, the prefabricated floor of the traditional laminated floor is generally thicker to meet the needs of the floor with a larger span. This makes the prefabricated floor thicker and the weight of the laminated floor is also larger. Laminated hollow panels can save materials, reduce self-weight, and have better sound insulation effect, which has better economic benefits. At present, laminated hollow slabs are usually in the form of one-way slabs, and few can realize two-way slabs.
发明内容Contents of the invention
针对上述技术的不足之处,提供一种机构简单,自重轻、无需底模、施工快速便捷、双向受力,结构合理整体性好的蜂窝孔压型钢板叠合空心楼板。Aiming at the deficiencies of the above-mentioned technologies, a hollow-core floor slab laminated with honeycomb hole profiled steel plates is provided with simple structure, light weight, no bottom form, fast and convenient construction, two-way force, reasonable structure and good integrity.
为实现上述目的,本发明的蜂窝孔压型钢板叠合空心楼板,它包括由多块蜂窝孔压型钢板-混凝土预制底板拼接构成楼板施工时的底模,底模上浇筑有混凝土层,形成叠合空心板;In order to achieve the above object, the honeycomb hole profiled steel plate laminated hollow floor slab of the present invention comprises a bottom form when the floor is constructed by splicing a plurality of honeycomb hole profiled steel plates-concrete prefabricated floor, and a concrete layer is poured on the bottom form to form laminated hollow panels;
所述窝孔压型钢板-混凝土预制底板包括多个两侧设有翼缘的蜂窝孔压型钢板,蜂窝孔压型钢板上设有多个有规则蜂窝状排列的镂空,蜂窝孔压型钢板为截面弯折成“几”字形的波形薄钢板,多个蜂窝孔压型钢板通过两侧的翼缘拼接构成间隔相同的凹凸结构,所述蜂窝孔压型钢板拼接形成凹凸结构的肋间设有多个空心模,同一肋间纵向设置的多个空心模之间留有间隙,间隙中的镂空内设有横向穿过蜂窝孔压型钢板肋间凹凸结构的钢筋,钢筋贴近蜂窝孔压型钢板一侧的凹凸面并被浇筑于混凝土板内。The cell profiled steel plate-concrete prefabricated bottom plate includes a plurality of honeycomb hole profiled steel plates with flanges on both sides, and a plurality of hollowed out honeycomb hole profiled steel plates are arranged on the honeycomb hole profiled steel plate, and the honeycomb hole profiled steel plate It is a corrugated thin steel plate with a cross-section bent into the shape of "Ji". Multiple honeycomb-hole profiled steel plates are spliced through the flanges on both sides to form a concave-convex structure with the same interval. There are multiple hollow molds, and there are gaps between multiple hollow molds arranged longitudinally in the same rib. The hollows in the gaps are provided with steel bars that pass through the concave-convex structure of the honeycomb hole profiled steel plate transversely, and the steel bars are close to the honeycomb hole. The concave-convex surface on one side of the steel plate is poured into the concrete slab.
所述空心模为开口式空心盒子或轻质填充体块,开口式空心盒子在布置时开口面紧贴混凝土底板;所述蜂窝孔压型钢板-混凝土预制底板中蜂窝孔压型钢板的下翼缘互相拼合与混凝土板浇筑在一起所形成的,蜂窝孔压型钢板的下翼缘通过卡扣或者铁丝拼合;所述窝孔压型钢板的蜂窝状排列的镂空孔型采用六边形孔、圆孔或其他孔型;所述钢筋从蜂窝孔压型钢板的蜂窝状排列的镂空中穿过,并利用铁丝将筋与蜂窝孔压型钢板相互固定。The hollow form is an open hollow box or a lightweight filling block, and the open surface of the open hollow box is close to the concrete floor when it is arranged; The lower flange of the honeycomb profiled steel plate is assembled by buckle or iron wire; the hollow hole pattern of the honeycomb arrangement of the honeycomb profiled steel plate adopts hexagonal holes, Round holes or other hole shapes; the steel bars pass through the hollows arranged in the honeycomb arrangement of the honeycomb-hole profiled steel plate, and the ribs and the honeycomb-hole profiled steel plate are fixed to each other by iron wires.
有益效果:本发明蜂窝孔压型钢板叠合空心楼板使用蜂窝孔压型钢板自身上设有蜂窝镂空,在保证强度的前提下提供足够的刚性,并减少重量,蜂窝孔压型钢板通过拼接构成凹凸结构与混凝土板构成一体,蜂窝孔压型钢板肋间设有空心模,进一步降低重量,间隔布置空心模以及布置横向钢筋可以实现楼板的双向共同受力的特点,使得楼板结构受力更合理。Beneficial effects: The hollow floor slabs laminated with honeycomb-hole profiled steel plates use the honeycomb-hole profiled steel plates themselves with honeycomb hollows, which provide sufficient rigidity and reduce weight under the premise of ensuring strength. The honeycomb-hole profiled steel plates are formed by splicing The concave-convex structure is integrated with the concrete slab, and the hollow formwork is set between the ribs of the honeycomb-hole profiled steel plate to further reduce the weight. The arrangement of the hollow formwork at intervals and the arrangement of transverse steel bars can realize the two-way joint force of the floor, making the force of the floor structure more reasonable. .
本发明充分利用钢板和混凝土的组合效应,在压型钢板的每一道肋之间均设置空心模,这样压型钢板的上下翼缘、腹板均为混凝土所包裹,形成更合理的组合形式。The invention makes full use of the combination effect of the steel plate and concrete, and sets hollow molds between each rib of the profiled steel plate, so that the upper and lower flanges and webs of the profiled steel plate are wrapped by concrete, forming a more reasonable combination form.
附图说明Description of drawings
下面根据附图和实施例对本发明进一步说明:Below according to accompanying drawing and embodiment the present invention is further described:
图1是本发明蜂窝孔压型钢板叠合空心楼板的结构示意图Fig. 1 is the structure schematic diagram of the laminated hollow floor slab of honeycomb hole profiled steel plate of the present invention
图2是本发明所述蜂窝孔压型钢板的结构示意图Fig. 2 is a schematic structural view of the honeycomb hole profiled steel plate of the present invention
图3是本发明所述预制空心模的结构示意图Fig. 3 is the structural representation of the prefabricated hollow mold of the present invention
图4是本发明蜂窝孔压型钢板叠合空心楼板的拼接俯视图Fig. 4 is a top view of splicing hollow floor slabs laminated with honeycomb hole profiled steel plates of the present invention
图5是本发明蜂窝孔压型钢板叠合空心楼板的拼接正视图Fig. 5 is a spliced front view of the hollow floor slab laminated with the honeycomb hole profiled steel plate of the present invention
图6是本发明蜂窝孔压型钢板叠合空心楼板的剖面图Fig. 6 is a cross-sectional view of a hollow floor slab laminated with honeycomb hole profiled steel plates of the present invention
图中,1-蜂窝孔压型钢板,2-混凝土板,3-空心模,4-混凝土层,5-钢筋。In the figure, 1-honeycomb profiled steel plate, 2-concrete slab, 3-hollow formwork, 4-concrete layer, 5-steel bar.
具体实施方式Detailed ways
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
如图1和图6所示,本发明的蜂窝孔压型钢板叠合空心楼板,其特征在于:它包括由多块蜂窝孔压型钢板-混凝土预制底板拼接构成楼板施工时的底模,底模上设有混凝土层4,形成叠合空心板;所述现浇混凝土4,宜用细石子作为混凝土的粗骨料,以便能使浇捣更密实。As shown in Figure 1 and Figure 6, the honeycomb hole profiled steel plate laminated hollow floor slab of the present invention is characterized in that it includes a bottom form when the floor is constructed by splicing a plurality of honeycomb hole profiled steel plates-concrete prefabricated bottom slabs. The mold is provided with a concrete layer 4 to form a superimposed hollow slab; the cast-in-place concrete 4 should use fine stones as the coarse aggregate of the concrete, so that it can be poured and rammed more compactly.
如图2所示,所述蜂窝孔压型钢板-混凝土预制底板包括多个两侧设有翼缘的蜂窝孔压型钢板1,所述蜂窝孔压型钢板-混凝土预制底板中蜂窝孔压型钢板1的下翼缘互相拼合与混凝土板浇筑在一起所形成的,蜂窝孔压型钢板1的下翼缘通过卡扣或者铁丝拼合,蜂窝孔压型钢板1上设有多个有规则蜂窝状排列的镂空,所述蜂窝孔压型钢板1的蜂窝状排列的镂空孔型采用六边形孔、圆孔或其他孔型,蜂窝孔压型钢板1为截面弯折成“几”字形的波形薄钢板,多个蜂窝孔压型钢板1通过两侧的翼缘拼接构成间隔相同的凹凸结构,如图3和图4所示,所述蜂窝孔压型钢板1拼接形成凹凸结构的肋间设有多个空心模3,所述空心模3为开口式空心盒子或轻质填充体块,开口式空心盒子在布置时开口面紧贴混凝土底板,如图5所示,同一肋间纵向设置的多个空心模3之间留有间隙,间隙中的镂空内设有横向穿过蜂窝孔压型钢板1肋间凹凸结构的钢筋5,钢筋5贴近蜂窝孔压型钢板1一侧的凹凸面并被浇筑于混凝土板2内。所述钢筋5从蜂窝孔压型钢板1的蜂窝状排列的镂空中穿过,并利用铁丝将筋5与蜂窝孔压型钢板1相互固定。As shown in Figure 2, the honeycomb hole profiled steel plate-concrete prefabricated floor includes a plurality of honeycomb hole profiled steel plates 1 with flanges on both sides, and the honeycomb hole profiled steel plate-concrete prefabricated bottom plate The lower flanges of steel plates 1 are joined together with concrete slabs. The lower flanges of honeycomb-hole profiled steel plates 1 are assembled by buckles or iron wires. There are multiple regular honeycomb-shaped steel plates 1 on the honeycomb-hole profiled steel plates. Arranged and hollowed out, the honeycomb-shaped hollowed out hole pattern of the honeycomb hole profiled steel plate 1 adopts hexagonal holes, round holes or other hole types, and the honeycomb hole profiled steel plate 1 is a waveform that is bent into a "several" shape Thin steel plates, a plurality of honeycomb-hole profiled steel plates 1 are spliced by the flanges on both sides to form a concave-convex structure with the same interval, as shown in Figures 3 and 4, the honeycomb-hole profiled steel plates 1 are spliced to form the ribs of the concave-convex structure. There are a plurality of hollow molds 3, the hollow molds 3 are open hollow boxes or lightweight filling blocks, and the open surface of the open hollow boxes is close to the concrete floor when arranged, as shown in Figure 5, the same ribs are arranged vertically There are gaps between the plurality of hollow molds 3, and the hollows in the gaps are provided with steel bars 5 that pass through the concave-convex structure of the honeycomb-hole profiled steel plate 1 transversely, and the steel bars 5 are close to the concave-convex surface of the honeycomb-hole profiled steel plate 1 side. It is poured into the concrete slab 2. The steel bar 5 passes through the hollow of the honeycomb-shaped arrangement of the honeycomb hole profiled steel plate 1, and the ribs 5 and the honeycomb hole profiled steel plate 1 are fixed to each other by iron wires.
Claims (1)
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CN201610562883.4A CN106049733B (en) | 2016-07-15 | 2016-07-15 | A composite hollow floor slab with honeycomb hole profiled steel plate |
PCT/CN2017/088735 WO2018010523A1 (en) | 2016-07-15 | 2017-06-16 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
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CN201610562883.4A CN106049733B (en) | 2016-07-15 | 2016-07-15 | A composite hollow floor slab with honeycomb hole profiled steel plate |
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Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106049733B (en) * | 2016-07-15 | 2019-09-13 | 中国矿业大学 | A composite hollow floor slab with honeycomb hole profiled steel plate |
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CN108518005A (en) * | 2018-04-28 | 2018-09-11 | 山东齐恒新材料有限公司 | A kind of concrete hollow superimposed sheet |
CN109278182A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | Manufacturing equipment, manufacturing method and assembling method of rolling type prefabricated bottom plate |
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CN113107126A (en) * | 2021-05-14 | 2021-07-13 | 重庆中科建筑科技(集团)有限公司 | Superimposed floor slab with additional rigidity part |
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CN114718328B (en) * | 2022-05-16 | 2024-10-29 | 中铁九局集团第四工程有限公司 | Method for manufacturing rough surface of laminated slab prefabricated bottom plate by using metal stamping net sheet |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1469478A (en) * | 1973-08-04 | 1977-04-06 | Sowa W | Sheet metal flooring unit |
US6578343B1 (en) * | 2001-11-12 | 2003-06-17 | Pipe Service, Inc. | Reinforced concrete deck structure for bridges and method of making same |
KR20030097049A (en) * | 2002-06-18 | 2003-12-31 | 배석동 | Corrugated Board Type Deck Plate |
KR20050073773A (en) * | 2004-01-10 | 2005-07-18 | 배석동 | Slab structure making use of corrugated type deck plate and slab construction method using it |
CN101831976A (en) * | 2009-12-24 | 2010-09-15 | 湖南大学 | Prefabricated steel rib bottom plate-concrete overlapped hollow floor system |
CN205822543U (en) * | 2016-07-15 | 2016-12-21 | 中国矿业大学 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000038796A (en) * | 1998-07-23 | 2000-02-08 | Nkk Corp | Floorboard and its execution |
JP2004092384A (en) * | 2003-10-02 | 2004-03-25 | Jfe Engineering Kk | Steel bottom formwork |
KR100859312B1 (en) * | 2007-02-28 | 2008-09-19 | (주) 선암기술연구소 | Corrugated Composite Tops |
CN202658777U (en) * | 2012-07-13 | 2013-01-09 | 浙江省长城建设集团股份有限公司 | Cast-in-place reinforced-concrete hollow floor |
CN102733523B (en) * | 2012-07-13 | 2014-06-18 | 浙江省长城建设集团股份有限公司 | Cast-in-situ concrete hollow floor, and tube filler internal mould fixing method |
KR101458875B1 (en) * | 2012-11-06 | 2014-11-07 | 주식회사 세아제강 | Slim Floor System Using Built-up Type Steel Beam Made of Plate and Box-pipe |
CN105587060B (en) * | 2015-12-23 | 2018-09-14 | 江苏华江建设集团有限公司 | The construction method of the retarded adhesive prestressed cassette ceiling of the cast-in-place post stretching of large span super thick |
CN106049733B (en) * | 2016-07-15 | 2019-09-13 | 中国矿业大学 | A composite hollow floor slab with honeycomb hole profiled steel plate |
-
2016
- 2016-07-15 CN CN201610562883.4A patent/CN106049733B/en active Active
-
2017
- 2017-06-16 WO PCT/CN2017/088735 patent/WO2018010523A1/en active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1469478A (en) * | 1973-08-04 | 1977-04-06 | Sowa W | Sheet metal flooring unit |
US6578343B1 (en) * | 2001-11-12 | 2003-06-17 | Pipe Service, Inc. | Reinforced concrete deck structure for bridges and method of making same |
KR20030097049A (en) * | 2002-06-18 | 2003-12-31 | 배석동 | Corrugated Board Type Deck Plate |
KR20050073773A (en) * | 2004-01-10 | 2005-07-18 | 배석동 | Slab structure making use of corrugated type deck plate and slab construction method using it |
CN101831976A (en) * | 2009-12-24 | 2010-09-15 | 湖南大学 | Prefabricated steel rib bottom plate-concrete overlapped hollow floor system |
CN205822543U (en) * | 2016-07-15 | 2016-12-21 | 中国矿业大学 | A kind of honeycomb hole profiled sheet sandwich hollow slab |
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WO2018010523A1 (en) | 2018-01-18 |
CN106049733A (en) | 2016-10-26 |
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