CN200992761Y - Light floor superimposed slab - Google Patents
Light floor superimposed slab Download PDFInfo
- Publication number
- CN200992761Y CN200992761Y CN200620161890.5U CN200620161890U CN200992761Y CN 200992761 Y CN200992761 Y CN 200992761Y CN 200620161890 U CN200620161890 U CN 200620161890U CN 200992761 Y CN200992761 Y CN 200992761Y
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- floor
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- slab
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- 239000004567 concrete Substances 0.000 claims abstract description 42
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 4
- 238000009408 flooring Methods 0.000 claims 4
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009415 formwork Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Panels For Use In Building Construction (AREA)
Abstract
本实用新型公开了一种轻型楼面叠合板,包括截面为矩形的预应力混凝土薄板,所述混凝土薄板的上表面设有若干叠合销键,当进行现场混凝土浇筑时,使叠合销键将混凝土层和混凝土薄板紧密结合成一体,增加了楼面的强度,本实用新型可以根据施工要求,在车间内提前进行批量预制,当进行楼面施工时,将本实用新型并排排列到楼房支架上,然后按楼面要求的厚度进行现场混凝土层的浇筑,本实用新型与混凝土层紧密结合在一起,成为楼面的一部分,既取代了模板的功能,又提高了施工效率,降低了劳动强度,具有很好的实用价值和推广价值。
The utility model discloses a light-duty laminated floor slab, which comprises a rectangular prestressed concrete thin slab. The upper surface of the concrete thin slab is provided with a number of superimposed pins. When concrete is poured on site, the superimposed pins The concrete layer and the concrete thin slab are closely integrated to increase the strength of the floor. The utility model can be prefabricated in batches in advance in the workshop according to the construction requirements. When the floor construction is carried out, the utility model can be arranged side by side on the building support Then pour the concrete layer on site according to the thickness required by the floor. The utility model is closely combined with the concrete layer and becomes a part of the floor. It not only replaces the function of the formwork, but also improves the construction efficiency and reduces the labor intensity. , has very good practical value and promotion value.
Description
技术领域technical field
本实用新型涉及一种建筑构件,特别是用于各种工业与民用建筑的一种轻型楼面叠合板。The utility model relates to a building component, in particular to a light-duty floor composite board used in various industrial and civil buildings.
背景技术Background technique
目前,建筑工程中,楼房的楼面结构部分大部分采用模板支成模胚,在模胚内铺设钢筋,然后进行现场浇筑混凝土的方式来完成楼面结构的制作,其优点是在现场将楼面一次浇筑而成,使楼面一次成型,既增加了楼面的强度,有防止了楼面的开裂等问题,其缺点是:支成模胚需要大量的模板,而且还需要大量的人工长时间进行现场养护,既浪费了大量的人力物力,又耽搁了其它工作的正常进行。At present, in construction engineering, most of the floor structure of the building is made of templates to form a mold base, steel bars are laid in the mold base, and then concrete is poured on site to complete the production of the floor structure. The surface is poured at one time, so that the floor is formed at one time, which not only increases the strength of the floor, but also prevents problems such as cracking of the floor. Time for on-site maintenance not only wastes a lot of manpower and material resources, but also delays the normal progress of other work.
发明内容Contents of the invention
本实用新型的目的在于克服以上技术的不足,提供节省大量模板、便于现场施工、提高施工效率的一种轻型楼面叠合板。The purpose of this utility model is to overcome the deficiencies of the above technologies, and provide a light-duty floor laminate that saves a lot of templates, facilitates on-site construction, and improves construction efficiency.
本实用新型是采用以下技术方案来实现的:一种轻型楼面叠合板,包括截面为矩形的预应力混凝土薄板,其特征是:所述混凝土薄板的上表面设有若干叠合销键。The utility model is realized by adopting the following technical solutions: a light-duty floor laminated slab, comprising a prestressed concrete thin slab with a rectangular cross-section, characterized in that: the upper surface of the concrete thin slab is provided with a number of superimposed pins.
当进行现场混凝土浇筑时,使叠合销键将混凝土层和混凝土薄板紧密结合成一体,增加了楼面的强度。When performing on-site concrete pouring, the superimposed pins are used to tightly combine the concrete layer and the concrete thin slab into one, increasing the strength of the floor.
以下是本实用新型对以上技术方案的进一步改进:Below is the further improvement of the utility model to above technical scheme:
所述叠合销键的截面形状为燕尾槽形,使混凝土层和混凝土薄板紧密构合成一体,更加增强了楼面的强度。The cross-sectional shape of the superimposed pin key is dovetail groove shape, so that the concrete layer and the concrete thin slab are closely integrated, and the strength of the floor is further enhanced.
所述混凝土薄板的两侧面为斜面,当进行现场混凝土浇筑时,使并排的混凝土薄板之间填充混凝土砂浆,既使并排的混凝土薄板紧密连接在一起,又增强了并排的混凝土薄板与混凝土层的结合力。The two sides of the concrete thin slabs are sloped. When concrete is poured on site, concrete mortar is filled between the side-by-side concrete thin slabs, so that the side-by-side concrete thin slabs are closely connected together, and the bond between the side-by-side concrete thin slabs and the concrete layer is strengthened. Binding force.
所述混凝土薄板内设有若干用来做骨架的钢筋,增加了混凝土薄板的抗应力和抗拉力,防止了成型后楼面的断裂和开缝,增强了楼面的强度。The thin concrete slab is provided with a number of steel bars for skeleton, which increases the stress resistance and tensile strength of the thin concrete slab, prevents fracture and cracking of the floor after forming, and enhances the strength of the floor.
有益效果:Beneficial effect:
本实用新型可以根据施工要求,在车间内提前进行批量预制,当进行楼面施工时,将本实用新型并排排列到楼房支架上,然后按楼面要求的厚度进行现场混凝土层的浇筑,本实用新型与混凝土层紧密结合在一起,成为楼面的一部分,既取代了模板的功能,又提高了施工效率,降低了劳动强度,具有很好的实用价值和推广价值。The utility model can be prefabricated in advance in batches in the workshop according to the construction requirements. When the floor is being constructed, the utility model can be arranged side by side on the building supports, and then the on-site concrete layer can be poured according to the thickness required by the floor. The new type is closely combined with the concrete layer and becomes a part of the floor, which not only replaces the function of the formwork, but also improves the construction efficiency and reduces the labor intensity. It has good practical value and promotion value.
下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
附图说明Description of drawings
附图1是本实用新型实施例的结构示意图;Accompanying
附图2是本实用新型实施例的俯视图;Accompanying
附图3是本实用新型实施例现场施工后的结构示意图。Accompanying
具体实施方式Detailed ways
实施例,如图1、图2所示,一种轻型楼面叠合板,包括截面为矩形的预应力混凝土薄板1,所述混凝土薄板1的上表面设有若干叠合销键2,如图3所示,当进行现场混凝土浇筑时,叠合销键2将混凝土层5和混凝土薄板1密结合成一体,增加了楼面的强度,所述叠合销键2的截面形状为燕尾槽形,更加增强了楼面的强度,所述混凝土薄板1的两侧面为斜面3,当进行现场混凝土浇筑时,使并排的混凝土薄板1之间填充混凝土砂浆,既使并排的混凝土薄板紧密连接在一起,又增强了并排的混凝土薄板1与混凝土层5的结合力,所述混凝土薄板1内设有若干用来做骨架的钢筋4,既增加了混凝土薄板1的抗应力和抗拉力,又防止了成型后楼面的断裂和开缝,增强了楼面的强度。Embodiment, as shown in Fig. 1, Fig. 2, a kind of light-duty floor composite slab, comprises the
本实用新型可以根据施工要求,在车间内提前进行批量预制,当进行楼面施工时,将本实用新型并排排列到楼房支架上,然后按楼面要求的厚度进行现场混凝土层的浇筑,本实用新型与混凝土层紧密结合在一起,成为楼面的一部分,既取代了模板的功能,又提高了施工效率,降低了劳动强度,具有很好的实用价值和推广价值。The utility model can be prefabricated in advance in batches in the workshop according to the construction requirements. When the floor is being constructed, the utility model can be arranged side by side on the building supports, and then the on-site concrete layer can be poured according to the thickness required by the floor. The new type is closely combined with the concrete layer and becomes a part of the floor, which not only replaces the function of the formwork, but also improves the construction efficiency and reduces the labor intensity. It has good practical value and promotion value.
Claims (4)
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CN200620161890.5U CN200992761Y (en) | 2006-12-30 | 2006-12-30 | Light floor superimposed slab |
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CN200620161890.5U CN200992761Y (en) | 2006-12-30 | 2006-12-30 | Light floor superimposed slab |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101565984B (en) * | 2008-04-21 | 2011-07-20 | 万科企业股份有限公司 | Precast concrete slab and preparation method thereof |
CN103114654A (en) * | 2013-01-31 | 2013-05-22 | 中国建筑第七工程局有限公司 | Novel concrete composite plate seam structure |
CN104493973A (en) * | 2014-12-15 | 2015-04-08 | 山东乾元泽孚科技股份有限公司 | Processing method of prestressed composite slab with bracket |
CN106049747A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Honeycomb profiled steel sheet-concrete precast slab |
-
2006
- 2006-12-30 CN CN200620161890.5U patent/CN200992761Y/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101565984B (en) * | 2008-04-21 | 2011-07-20 | 万科企业股份有限公司 | Precast concrete slab and preparation method thereof |
CN103114654A (en) * | 2013-01-31 | 2013-05-22 | 中国建筑第七工程局有限公司 | Novel concrete composite plate seam structure |
CN104493973A (en) * | 2014-12-15 | 2015-04-08 | 山东乾元泽孚科技股份有限公司 | Processing method of prestressed composite slab with bracket |
CN106049747A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Honeycomb profiled steel sheet-concrete precast slab |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071219 Termination date: 20131230 |