CN201195913Y - Multifunctional device for floor slab building using steel bearing plate - Google Patents
Multifunctional device for floor slab building using steel bearing plate Download PDFInfo
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- CN201195913Y CN201195913Y CNU2008201052520U CN200820105252U CN201195913Y CN 201195913 Y CN201195913 Y CN 201195913Y CN U2008201052520 U CNU2008201052520 U CN U2008201052520U CN 200820105252 U CN200820105252 U CN 200820105252U CN 201195913 Y CN201195913 Y CN 201195913Y
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 116
- 239000010959 steel Substances 0.000 title claims abstract description 116
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 3
- 239000003550 marker Substances 0.000 claims 3
- 230000000994 depressogenic effect Effects 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000007547 defect Effects 0.000 abstract description 2
- 238000005553 drilling Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 4
- 230000002787 reinforcement Effects 0.000 description 45
- 238000010276 construction Methods 0.000 description 18
- 238000010586 diagram Methods 0.000 description 12
- 238000009415 formwork Methods 0.000 description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 239000013585 weight reducing agent Substances 0.000 description 5
- 239000004417 polycarbonate Substances 0.000 description 4
- 229920000515 polycarbonate Polymers 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000004952 Polyamide Substances 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920002647 polyamide Polymers 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
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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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
- E04C5/206—Spacers having means to adapt the spacing distance
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Floor Finish (AREA)
Abstract
Description
技术领域 technical field
本实用新型涉及楼板建筑装置,更具体地说,涉及一种用于使用钢承板的楼板建筑的多功能装置。The utility model relates to a floor construction device, in particular to a multifunctional device for floor construction using a steel bearing plate.
背景技术 Background technique
现有中空楼板的建筑,是在钢筋层间埋设实心球形保利龙,以达到楼板减重、隔热以及隔音等效果,而取代传统混凝土楼板。然而,当埋设实心球形保利龙时,由于保利龙为轻量材质,在灌浆时,承载该保利龙的钢筋层非常容易因重量减轻,而连同该保利龙一同自下部的模板上浮起。如此,将严重妨碍整个施工过程的进行。In existing buildings with hollow floors, solid spherical polyamides are embedded between the reinforcement layers to achieve floor weight reduction, heat insulation, and sound insulation, instead of traditional concrete floors. However, when the solid spherical polycarbonate is buried, since the polycarbonate is a light-weight material, the reinforcement layer carrying the polycarbonate is very easy to float from the lower formwork together with the polycarbonate due to the weight reduction during grouting. Like this, will seriously hinder the carrying out of whole construction process.
因此,为避免现有技术因整体重量减轻而导致的整体钢筋层连同保利龙一同自下部模板上浮起的情况,通常使用锚栓来将整体钢筋层固定在模板层上。在结构上,该锚栓具有一卡笋以及一钩状部。在实施上,施工者必须先对模板层进行钻洞,而后将锚栓的卡笋部份贯穿入该洞内,且利用该钩状部钩合住上钢筋层的钢筋,以此来将整体钢筋层固定在模板层上。Therefore, in order to avoid the situation in the prior art that the overall reinforcement layer and the polyamide float together from the lower formwork due to overall weight reduction, anchor bolts are usually used to fix the overall reinforcement layer on the formwork layer. Structurally, the anchor bolt has a latch and a hook. In practice, the builder must first drill a hole in the formwork layer, then penetrate the anchor bolt part into the hole, and use the hook to hook the steel bar of the upper reinforcement layer, so as to secure the whole The reinforcement layer is fixed on the formwork layer.
近年来,以钢承板取代原模板层的使用方式逐年增加,其主要应用于钢骨结构的建筑。钢承板不仅可充当楼板的钢筋而增加结构强度,而且又不必使用如现有模板层的临时支撑。一般而言,钢承板可分为三种型态:开口型、缩口型以及闭口型。在使用钢承板取代模板层时,因整体楼板重量减轻,整体钢筋层的浮起问题仍然存在。然而,若使用现有的锚栓来固定钢筋层,则必须在钢承板上钻洞,这样一来将破坏钢承板的结构。In recent years, the use of steel bearing plates to replace the original formwork layer has been increasing year by year, and it is mainly used in buildings with steel frame structures. The steel deck can not only act as the reinforcement of the floor to increase the structural strength, but also does not need to use temporary support like the existing formwork layer. Generally speaking, steel bearing plates can be divided into three types: open type, necked type and closed type. When the steel deck is used to replace the formwork layer, the floating problem of the overall reinforcement layer still exists due to the weight reduction of the overall floor slab. However, if the existing anchor bolts are used to fix the reinforcement layer, holes must be drilled in the steel deck, which will destroy the structure of the steel deck.
此外,在建造使用钢承板的一般混凝土楼板时,会存在下列几个问题:In addition, when constructing general concrete slabs using steel decks, there will be the following problems:
首先,在现有技术中,为避免直接让整体钢筋层(包括上钢筋层以及下钢筋层)直接压置在模板层上,经常使用如石块或混凝土块之类的垫块,将其置于下钢筋层以及模板层之间,以隔开钢筋层和模板层。在使用钢承板取代模板层的楼板建筑中,也必须将钢筋层架高来与钢承板相隔离。然而,由于所使用的垫块通常难以依照固定规格来制造,即垫块的高度可能彼此不同,在使用上将造成困扰。此外,即便所使用的垫块皆为同一规格的,由于垫块并非固定于下钢筋层下或钢承板上,因此其将易于滑离原置放位置,而可能造成钢筋层整体的倾斜。First of all, in the prior art, in order to avoid direct pressing of the overall reinforcement layer (including the upper reinforcement layer and the lower reinforcement layer) on the formwork layer, pads such as stones or concrete blocks are often used to place them Between the lower reinforcement layer and the template layer to separate the reinforcement layer and the template layer. In floor construction where steel decks are used instead of formwork decks, the reinforcement deck must also be raised to isolate it from the deck. However, since the spacers used are usually difficult to manufacture according to fixed specifications, that is, the heights of the spacers may be different from each other, which will cause troubles in use. In addition, even if the pads used are all of the same specification, since the pads are not fixed under the lower reinforcement layer or on the steel bearing plate, they will easily slide away from their original placement, which may cause the entire reinforcement layer to tilt.
其次,为支撑整体钢筋层(包括上钢筋层以及下钢筋层)的结构,现有技术是在上钢筋层以及下钢筋层间,使用以钢条折成的z型支撑架或支撑椅作为支撑。以Z型支撑架为例,其包括一上水平部、一下水平部以及一接近垂直的支撑部,其中该上水平部以及下水平部分别与上钢筋层以及下钢筋层相绑合。由于上钢筋层以及下钢筋层之间的间距约为一固定值,若Z型支撑架接近垂直的支撑部的高度在制造时未能统一规格而产生过大差距时,则在使用上将造成困难。并且,不论使用z型支撑架还是支撑椅,皆将造成整体营建成本的增加。Secondly, in order to support the structure of the overall steel bar layer (including the upper steel bar layer and the lower steel bar layer), the prior art is to use a Z-shaped support frame or a support chair folded from steel bars as a support between the upper steel bar layer and the lower steel bar layer. . Taking the Z-shaped support frame as an example, it includes an upper horizontal part, a lower horizontal part and a nearly vertical support part, wherein the upper horizontal part and the lower horizontal part are bound to the upper reinforcement layer and the lower reinforcement layer respectively. Since the distance between the upper steel bar layer and the lower steel bar layer is about a fixed value, if the height of the support part of the Z-shaped support frame is close to the vertical when it is not uniformly specified during manufacture and there is an excessive gap, it will cause problems in use. difficulty. Moreover, no matter whether the Z-shaped support frame or the support chair is used, the overall construction cost will increase.
其三,在灌浆时,由于钢筋层以及钢承板并非必定为水平的,当仅将混凝土灌满钢筋层时,其楼板地面可能并非为水平的,而有一倾斜角度。因此,在楼板建筑时,为确保楼板地面的水平性,通常使用标高器作为混凝土所应该加入高度的指标。现有的标高器包括一底座、一可调整部以及一指示部,其中该底座利用钉子固定在模板层上,该指示部与该可调整部所内设的弹簧相连接,而通过调整该弹簧而将该指示部上移或下移。然而,在使用钢承板以取代模板层的情形下,若使用钉子来将标高器固定于钢承板上,也将破坏钢承板的结构。另外,有标高器所可调整的高度范围亦有限度,又因其结构较为复杂,必须耗费更多的人力以及时间对其进行调整,进而导致整体营建成本的增加。Its three, when grouting, because reinforcing bar layer and steel bearing plate are not necessarily horizontal, when only concrete is filled with reinforcing bar layer, its floor slab ground may not be level, but has an inclination angle. Therefore, in floor construction, in order to ensure the levelness of the floor, the level gauge is usually used as an indicator of the height that the concrete should be added. The existing level gauge includes a base, an adjustable part and an indicating part, wherein the base is fixed on the formwork layer with nails, the indicating part is connected with the spring provided in the adjustable part, and by adjusting the spring And the indicating part is moved up or down. However, in the case of using a steel deck to replace the formwork layer, if nails are used to fix the leveler to the steel deck, the structure of the steel deck will also be damaged. In addition, the adjustable height range of the altimeter is also limited, and because of its complex structure, more manpower and time must be spent on adjusting it, which leads to an increase in the overall construction cost.
有鉴于此,为改善上述缺点,需要一种装置,可在不破坏钢承板结构的前提下,同时具备固定和支撑钢筋层、隔离钢筋层和钢承板以及标示混凝土浇注高度等多种功能。In view of this, in order to improve the above shortcomings, there is a need for a device that can simultaneously fix and support the reinforcement layer, isolate the reinforcement layer and the steel reinforcement layer, and mark the pouring height of the concrete without destroying the steel deck structure. .
实用新型内容Utility model content
本实用新型要解决的技术问题在于,针对现有技术在固定钢筋层时在钢承板上钻洞会破坏钢承板结构等缺陷,提供一种用于使用钢承板的楼板建筑的多功能装置。The technical problem to be solved by the utility model is to provide a multi-functional floor construction for the use of steel bearing plates in view of the defects of the prior art that drilling holes on the steel bearing plate will destroy the structure of the steel bearing plate when fixing the reinforcement layer. device.
本实用新型解决其技术问题所采用的技术方案是:构造一种用于使用钢承板的楼板建筑的多功能装置,包括:The technical solution adopted by the utility model to solve the technical problem is: to construct a multifunctional device for floor construction using steel bearing plates, including:
一本体,用于覆盖钢承板的隆起部份,其包括一水平板体、两个分别自该水平板体两端向下方延伸的延伸部以及一垂直杆体;其中该水平板体的顶面设有一凹沟,供置放钢筋;该垂直杆体与该水平板体相螺合;以及一ㄩ型支撑脚,其可分离地与该本体相连接。A body, used to cover the raised part of the steel bearing plate, which includes a horizontal plate body, two extensions extending downward from both ends of the horizontal plate body and a vertical rod body; wherein the top surface of the horizontal plate body A concave groove is provided for placing steel bars; the vertical rod body is screwed with the horizontal plate body; and a ㄩ-shaped supporting foot is detachably connected with the body.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述垂直杆体的顶端设有一钩状部,用于钩合钢筋。In the multi-functional device for floor construction using steel bearing slabs described in the utility model, a hook-shaped portion is provided on the top of the vertical rod body for hooking the steel bars.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,还包括一混凝土标高器,所述混凝土标高器包括一弧形主体以及自所述主体延伸出的一垂直部,其中所述弧形主体覆盖于所述钩状部上。In the multifunctional device for floor construction using steel bearing slabs described in the utility model, a concrete leveling device is also included, and the concrete leveling device includes an arc-shaped main body and a vertical part extending from the main body , wherein the arc-shaped main body covers the hook-shaped portion.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述混凝土标高器还包括一螺帽,且其垂直部上设有螺纹部,供该螺帽结合于其上。In the multi-functional device for floor construction using a steel bearing plate described in the utility model, the concrete leveling device also includes a nut, and a threaded portion is provided on its vertical part, for the nut to be combined with it. superior.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述ㄩ型支撑脚的顶端还设有一凹陷部,供承载钢筋。In the multi-functional device for floor construction using a steel bearing plate described in the present invention, the top of the ㄩ-shaped supporting foot is also provided with a concave part for carrying steel bars.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述两个延伸部自所述水平板体垂直向下延伸。In the multifunctional device for building a floor slab using a steel bearing plate according to the present invention, the two extensions extend vertically downward from the horizontal plate body.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述两个延伸部以一角度自所述水平板体向下延伸。In the multifunctional device for building a floor slab using a steel deck according to the present invention, the two extensions extend downward from the horizontal slab body at an angle.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,还包括至少两个定位件,且每一个延伸部设有至少一个定位孔,供定位件贯穿结合。In the multifunctional device for floor construction using steel bearing plates described in the present invention, at least two positioning pieces are further included, and each extension part is provided with at least one positioning hole for the positioning pieces to pass through and combine.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述定位件为螺栓,所述定位孔内壁设有螺纹。In the multi-functional device for building a floor slab using a steel bearing plate described in the utility model, the positioning member is a bolt, and the inner wall of the positioning hole is provided with threads.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述螺栓的一端呈尖状。In the multifunctional device for building a floor slab using a steel bearing plate described in the present invention, one end of the bolt is pointed.
在本实用新型所述的用于使用钢承板的楼板建筑的多功能装置中,所述垂直杆体由金属组成;所述水平板体以及该延伸部由金属或塑料组成。In the multifunctional device for floor construction using steel bearing plates described in the present invention, the vertical rod body is made of metal; the horizontal plate body and the extension part are made of metal or plastic.
实施本实用新型的技术方案,具有以下有益效果:可在不破坏钢承板结构的前提下,实现固定和支撑钢筋层、隔离钢筋层和钢承板以及标示混凝土浇注高度等多种功能。Implementing the technical solution of the utility model has the following beneficial effects: multiple functions such as fixing and supporting the reinforcement layer, isolating the reinforcement layer and the steel reinforcement layer, and marking the pouring height of concrete can be realized without destroying the structure of the steel bearing plate.
附图说明 Description of drawings
下面将结合附图及实施例对本实用新型作进一步说明,附图中:The utility model will be further described below in conjunction with accompanying drawing and embodiment, in the accompanying drawing:
图1是本实用新型用于使用钢承板的楼板建筑的多功能装置的第一实施例的分解示意图;Fig. 1 is the exploded schematic view of the first embodiment of the utility model for the multi-functional device of the floor building using the steel bearing plate;
图2是本实用新型用于使用钢承板的楼板建筑的多功能装置的第一实施例的外观示意图;Fig. 2 is a schematic view of the appearance of the first embodiment of the utility model for the multifunctional device of the floor building using the steel deck;
图3是本实用新型用于使用钢承板的楼板建筑的多功能装置的第一实施例的使用状态图;Fig. 3 is the use state diagram of the first embodiment of the utility model for the multifunctional device of the floor building using the steel bearing plate;
图4是本实用新型用于使用钢承板的楼板建筑的多功能装置的第二实施例的外观示意图;Fig. 4 is a schematic view of the appearance of the second embodiment of the utility model for the multifunctional device of the floor building using the steel deck;
图5是本实用新型用于使用钢承板的楼板建筑的多功能装置的第二实施例的使用状态图;Fig. 5 is a diagram of the usage state of the second embodiment of the utility model for the multifunctional device of the floor building using the steel bearing plate;
图6是本实用新型用于使用钢承板的楼板建筑的多功能装置的第三实施例的分解示意图;Fig. 6 is an exploded schematic diagram of a third embodiment of the multifunctional device of the utility model for a floor building using a steel deck;
图7是本实用新型用于使用钢承板的楼板建筑的多功能装置的第三实施例的外观示意图。Fig. 7 is a schematic view of the appearance of the third embodiment of the utility model for the multifunctional device of the floor building using the steel deck.
图8是本实用新型用于使用钢承板的楼板建筑的多功能装置的第三实施例的使用状态图;Fig. 8 is a diagram of the usage state of the third embodiment of the utility model for the multifunctional device of the floor building using the steel bearing plate;
图9是本实用新型用于使用钢承板的楼板建筑的多功能装置的第三实施例的另一使用状态图。Fig. 9 is another usage state diagram of the third embodiment of the multi-function device of the utility model for floor buildings using steel decks.
具体实施方式 Detailed ways
首先列写附图中主要组件的符号说明First list the symbol descriptions of the main components in the drawings
本体1、1’ 凹陷部20Body 1, 1' recessed
水平板体10 混凝土标高器3Horizontal
穿孔102 主体30
结合部104 垂直部32Combined
凹沟106 螺纹部322Groove 106 Threaded
延伸部12、12’、12” 螺帽324
定位孔122 钢层板4、4’
垂直杆体14、14’ 隆起部41、42
钩状部142 凸起420
螺纹部144 上钢筋层51
定位件16、16’ 下钢筋层52Positioning
ㄩ型支撑脚2ㄩ
本实用新型提供了一种用于使用钢承板的楼板建筑的多功能装置,其包括一本体1以及与该本体1可分离式相连接的ㄩ型支撑脚2。其中该本体1包括一水平板体10、两个分别自该水平板体10两端向下方延伸的延伸部12以及一垂直杆体14。其中,该水平板体10在其顶面设有一凹沟104,供置放下钢筋层钢筋;该垂直杆体14则与该水平板体10相螺合。The utility model provides a multifunctional device for floor construction using a steel bearing plate, which includes a body 1 and a ㄩ-shaped
图1~图3分别是本实用新型用于使用钢承板的楼板建筑的多功能装置的第一实施例的分解示意图、外观示意图和使用状态图。如图3所示,该多功能装置包括一主体1、一ㄩ型支撑脚2以及一混凝土标高器3;且其中钢承板4属于缩口型钢承板。Figures 1 to 3 are respectively an exploded schematic diagram, an external schematic diagram and a use state diagram of the first embodiment of the multi-functional device for a floor building using a steel deck according to the present invention. As shown in FIG. 3 , the multifunctional device includes a main body 1 , a ㄩ-shaped
由图1和图2可知,该本体1包括一水平板体10、两个延伸部12、一垂直杆体14以及两个定位件16,其用于覆盖在钢承板4凹折形成的隆起部41上。在本实施例中,该水平板体10设有一结合部104,其为一中空螺纹管体,与该水平板体10一体成形;且该水平板体10上则设有一凹沟(未显示于图中)。该延伸部12自该水平板体10的两端垂直向下延伸,并于每一个延伸部12上设有一定位孔122,供定位件16插入。在本实施例中,该定位件16为螺栓,而该定位孔122的内壁上则设有螺纹。该垂直杆体14的顶端则设为一钩状部142,且其下部设有螺纹部144,供与水平板体10的结合部104相螺合。通过该结合部104,可将该垂直杆体14更为稳固地螺合于该水平板体10的结合部104。It can be seen from Fig. 1 and Fig. 2 that the main body 1 includes a
该ㄩ型支撑脚2的顶端则设有一凹陷部20,可供承载上钢筋层的钢筋。此外,在水平板体10上设有两个穿孔102,供插入该ㄩ型支撑脚2的两端,而使该两端抵住钢承板4隆起部41的顶面。在实施时,在上述垂直杆体14上对应于该ㄩ型支撑脚2顶端的位置可设有一凹陷,供该ㄩ型支撑脚2的顶端倚靠其上,随后将两者捆绑以保持ㄩ型支撑脚2的稳定。在本实施例中,该ㄩ型支撑脚2横向设置于水平板体10上,然而其也可为纵向设置。The top of the ㄩ-shaped supporting
该混凝土标高器3则包括一弧形主体30以及一垂直部32。其中,该弧形主体30的形状设计为可卡合于该垂直杆体14的钩状部142上,以便将该混凝土标高器3固定结合于其上。The
此外,该混凝土标高器3在其垂直部32设有一螺纹部322,并于其上结合有一指示用的螺帽324。在材质上,该混凝土标高器3可由塑料组成;该水平板体10以及延伸部12可由金属(例如铁)或塑料组成;该垂直杆体14可由金属(例如铁)制成;而该ㄩ型支撑脚3则可由铁条或钢条弯折而成。In addition, the
在使用时,如第3图所示,该主体1覆盖于钢承板4的隆起部41上,通过移动定位件16(在本实施例中为螺栓)以卡紧钢承板4隆起部41的两侧,这样便可将该主体1固定于该钢承板4的隆起部41上。而经由该主体1的水平板体10上凹沟(未显示于图中)的设置,则可承载下钢筋层52的钢筋;且经由调整该垂直杆体14,可改变水平板体10以及钢承板4隆起部41顶面间的高度。这样一来,可将整体钢筋层(包括上钢筋层51以及下钢筋层52)与钢承板4相隔离开,以避免直接与其接触,即具有类似现有垫块的作用。In use, as shown in Figure 3, the main body 1 is covered on the raised
此外,由于该主体1固定于钢承板4的隆起部41上,该垂直杆体14顶端的钩状部142可跨压于上钢筋层51的钢筋上,以此可将整体钢筋层固定于钢承板4上,以避免因中空楼板重量减轻所产生的钢筋层上浮的问题。另外,该ㄩ型支撑脚2顶端的凹陷部20则可承载上钢筋层51的钢筋,以此做为上、下钢筋层51、52间的支撑。In addition, since the main body 1 is fixed on the raised
另外,该混凝土标高器3的垂直部32可做为混凝土浇注的指标。在施工时,施工者可选择装设于钢承板4上数个多功能装置上装设的混凝土标高器3,并利用发射雷射光拟设出一水平基准面。此时施工者仅需将指示螺帽324调整至该拟设的水平基准面的高度,即可完成对于混凝土浇注高度的标示工作。而后进行灌浆时,施工者仅需持续灌注混凝土直至覆盖住该混凝土标高器32的指示螺帽324即可。这样一来便可简单地确保楼板所形成的地面的水平性。In addition, the
图4和图5分别是本实用新型用于使用钢承板的楼板建筑的多功能装置的第二实施例的外观示意图和使用状态图。与第一实施例相同的结构将以相同标号指称。第二实施例的不同处在于,主体1’的延伸部12’是依照钢承板4隆起部41的形状而以一角度向下方延伸。在本实施例中,该延伸部12’向下内侧延伸。通过这种设计,该主体1’可直接套合至钢承板4隆起部41上,不必使用第一实施例所述的定位件即可固定于钢承板4的隆起部41上。Fig. 4 and Fig. 5 are respectively the appearance schematic diagram and the use state diagram of the second embodiment of the utility model for the multifunctional device of the floor building using the steel deck. The same structures as those of the first embodiment will be designated by the same reference numerals. The difference of the second embodiment is that the extension part 12' of the main body 1' extends downward at an angle according to the shape of the raised
此外,如图5所示,该垂直杆体14’并未如第一实施例垂直杆体14预先设置一钩状部142,而是在实施时将该垂直杆体14’的顶端凹折成钩状(沿箭头所示方向),以钩合住上钢筋层51的钢筋。这样一来,可适用于不同高度的钢筋层,而可避免于钢筋层高度偏异时所发生的钩端较上钢筋层51过高或过低的问题。在将该垂直杆体14’弯折成钩状后,也可将混凝土标高器3的主体30卡合于其上,以进行混凝土浇注高度的标示。In addition, as shown in Figure 5, the vertical rod body 14' is not pre-set with a
图6~图9分别是本实用新型用于使用钢承板的楼板建筑的多功能装置的第三实施例的分解示意图、外观示意图、使用状态图和另一使用状态图。为便于说明,与第一实施例相同的结构将以相同标号指称。第三实施例不同处在于,其中的钢承板4’为开口型钢承板,其同样具有弯折成的隆起部42,且在隆起部42上具有复数个凸起420。在本实施例中,该主体1”的延伸部12”是依照钢承板4’隆起部42的形状,自该主体1”两端向下外侧延伸而成。此外,本实施例的定位件16’为一具有一尖端的螺栓;在实施时,通过将该定位件16’贯穿延伸部12”上的定位孔(未显示于图中),而自钢承板4’隆起部40两旁侧的凸起420间穿刺入钢承板4’内,而将该主体1”固定于钢承板4’的隆起部42上。6 to 9 are respectively an exploded schematic view, a schematic appearance view, a use state diagram and another use state diagram of the third embodiment of the multifunctional device for a floor building using a steel bearing plate of the present invention. For convenience of description, the same structures as those of the first embodiment will be designated by the same reference numerals. The difference of the third embodiment is that the steel support plate 4' is an open steel support plate, which also has a bent raised
在实施时,如第9图所示,该主体1”的垂直杆体14顶端的钩状部142可钩合于上钢筋层51的钢筋上,且上钢筋层51的钢筋可承载于ㄩ型支撑脚2顶端的凹陷部(未显示于图中)。此外,下钢筋层52的钢筋则可承载于水平板体10上的凹沟106上。In practice, as shown in Figure 9, the
综上所述,本实用新型确实可达到预期之目的,提供一种同时具备有固定与支撑钢筋层、隔离钢筋层与钢承板以及标示混凝土浇注高度等多种功能的用于使用钢承板的板建筑的多功能装置。In summary, the utility model can indeed achieve the expected purpose, providing a steel deck for use with multiple functions such as fixing and supporting the steel bar layer, isolating the steel bar layer and the steel deck, and marking the pouring height of the concrete. A multifunctional device for board construction.
此外,上述说明与图式仅是用以说明本实用新型的实施例,凡熟于此业技艺的人士,仍可做等效的局部变化与修饰,其并未脱离本实用新型的技术与精神。In addition, the above descriptions and drawings are only used to illustrate the embodiments of the present utility model, and those skilled in the art can still make equivalent partial changes and modifications, which do not deviate from the technology and spirit of the present utility model .
Claims (11)
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| CNU2008201052520U CN201195913Y (en) | 2008-04-14 | 2008-04-14 | Multifunctional device for floor slab building using steel bearing plate |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105556045A (en) * | 2013-07-03 | 2016-05-04 | 瓦斯特新型塑料公司 | Feeder device |
| CN109057043A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of steel board easy for construction and vertically pull muscle bridging arrangement |
| CN109963994A (en) * | 2016-09-02 | 2019-07-02 | M·阿特昂 | Reinforced dynamic lifting anchors for lifting and flipping building elements |
-
2008
- 2008-04-14 CN CNU2008201052520U patent/CN201195913Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105556045A (en) * | 2013-07-03 | 2016-05-04 | 瓦斯特新型塑料公司 | Feeder device |
| CN109963994A (en) * | 2016-09-02 | 2019-07-02 | M·阿特昂 | Reinforced dynamic lifting anchors for lifting and flipping building elements |
| CN109057043A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of steel board easy for construction and vertically pull muscle bridging arrangement |
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