CN204401844U - Easy-to-install laminated floor slab - Google Patents
Easy-to-install laminated floor slab Download PDFInfo
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- CN204401844U CN204401844U CN201420854705.5U CN201420854705U CN204401844U CN 204401844 U CN204401844 U CN 204401844U CN 201420854705 U CN201420854705 U CN 201420854705U CN 204401844 U CN204401844 U CN 204401844U
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- 239000004567 concrete Substances 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- 239000011150 reinforced concrete Substances 0.000 claims description 23
- 239000007787 solid Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
本实用新型提供一种易于安装的叠合楼板,不仅便于运输、破损率低,而且自重轻、成本低,刚度大,抗震性能好。一种易于安装的叠合楼板,叠合楼板包括预制板和现场浇筑混凝土层,预制板底部沿其宽度方向设置普通钢筋或预应力钢筋构成的横向钢筋,横向钢筋一端预埋在预制板中,另一端突出于预制板的侧面,现场浇筑混凝土位于预制板上方将横向钢筋覆盖。
The utility model provides an easy-to-install laminated floor slab, which is not only convenient for transportation and has low damage rate, but also has light weight, low cost, high rigidity and good seismic performance. A laminated floor slab that is easy to install. The laminated floor slab includes a prefabricated slab and a cast-in-place concrete layer. The bottom of the prefabricated slab is provided with transverse reinforcement composed of ordinary steel bars or prestressed steel bars along its width direction. One end of the transverse reinforcement is embedded in the prefabricated slab. The other end protrudes from the side of the prefabricated slab, over which the cast-in-place concrete covers the transverse reinforcement.
Description
技术领域 technical field
本实用新型涉及建筑构件技术领域,具体涉及一种易于安装的叠合楼板。 The utility model relates to the technical field of building components, in particular to an easy-to-install laminated floor.
背景技术 Background technique
近年来,以标准化、工业化为标志的产业化工程建设模式,要求工程建设工厂化预制为主,现场机械化组装配合,但混凝土构件的预制需用的模板系统比较复杂、成本较高、构件之间连接的操作不方便、整体性差,影响到预制建筑的发展。 In recent years, the industrialized engineering construction model marked by standardization and industrialization requires factory-based prefabrication of engineering construction, and on-site mechanized assembly and coordination. The operation of the connection is inconvenient and the integrity is poor, which affects the development of prefabricated buildings.
为了满足预制建筑的发展目标,包括钢结构构件预制技术、钢筋混凝土构件预制技术、混凝土和钢材组合构件技术以及这些建筑结构构件的现场组装连接技术,初步形成了不同材料构件组成的混合结构建筑;但因为有些结构构件的设计、制造技术以及现场机械化整体组装和连接构造不合理,研发的还不够,也出现了许多方面的问题,亟待改进,因此需要大力研发预制、钢结构建筑。 In order to meet the development goals of prefabricated buildings, including steel structure component prefabrication technology, reinforced concrete component prefabrication technology, concrete and steel composite component technology, and on-site assembly and connection technology of these building structural components, a mixed structure building composed of different material components has been initially formed; However, because the design and manufacturing technology of some structural components, as well as the overall assembly and connection structure of on-site mechanization are unreasonable, the research and development is not enough, and there are many problems that need to be improved urgently. Therefore, it is necessary to vigorously develop prefabricated and steel structure buildings.
预制叠合楼板包括桁架叠合板、PK板等板型;桁架叠合板为非预应力板,跨度小、自重大、现场安装不方便; PK板需现场放置横向钢筋,施工安装不方便。 Prefabricated laminated floor slabs include truss laminated slabs, PK slabs and other plate types; truss laminated slabs are non-prestressed slabs, with small spans, heavy weight, and inconvenient on-site installation; PK slabs need to place transverse reinforcement on site, which is inconvenient for construction and installation.
实用新型内容 Utility model content
本实用新型目的是提供一种易于安装的叠合楼板,不仅便于运输、破损率低,而且自重轻、成本低,刚度大,抗震性能好。 The purpose of the utility model is to provide an easy-to-install laminated floor slab, which is not only convenient for transportation and has low damage rate, but also has light weight, low cost, high rigidity and good seismic performance.
为了实现上述目的,本实用新型采用以下方案: In order to achieve the above object, the utility model adopts the following scheme:
一种易于安装的叠合楼板,叠合楼板包括预制板和现场浇筑混凝土层,其特征是: 预制板底部沿其宽度方向设置普通钢筋或预应力钢筋构成的横向钢筋,横向钢筋一端预埋在预制板中,另一端突出于预制板的侧面,现场浇筑混凝土位于预制板上方将横向钢筋覆盖。 An easy-to-install laminated floor slab, which includes a prefabricated slab and a cast-in-place concrete layer. In the prefabricated slab, the other end protrudes from the side of the prefabricated slab, and the cast-in-place concrete is placed above the prefabricated slab to cover the transverse reinforcement.
上述易于安装的叠合楼板优选方案,预制板为实心钢筋混凝土或空心钢筋混凝土预制板。 In the preferred solution of the above-mentioned easy-to-install laminated floor slab, the prefabricated slab is a solid reinforced concrete or hollow reinforced concrete prefabricated slab.
上述易于安装的叠合楼板优选方案,预制板上表面沿预制板的长度方向设有平行间隔设置的通长凹槽;各通长凹槽之间形成通长凸棱。 In the preferred solution of the above-mentioned laminated floor slab that is easy to install, the upper surface of the prefabricated slab is provided with parallel and spaced full-length grooves along the length direction of the prefabricated slab; and full-length convex ribs are formed between the full-length grooves.
上述易于安装的叠合楼板优选方案,通长凹槽截面形状为矩形、半圆形、梯形及倒梯形结构。 In the preferred solution of the above-mentioned laminated floor that is easy to install, the cross-sectional shape of the long groove is rectangular, semicircular, trapezoidal or inverted trapezoidal.
上述易于安装的叠合楼板优选方案,实心钢筋混凝土预制板一侧面底部具有沿其长度方向的连接肋,实心钢筋混凝土预制板另一侧面具有沿其长度方向设置的混凝土灌注槽,横向钢筋预埋在预制板中的一端靠近连接肋。 The preferred solution for the above-mentioned laminated floor slab that is easy to install, the bottom of one side of the solid reinforced concrete prefabricated slab has connecting ribs along its length direction, the other side of the solid reinforced concrete precast slab has concrete pouring grooves set along its length direction, and the horizontal steel bars are pre-embedded One end in the prefabricated panel is adjacent to the connecting rib.
上述易于安装的叠合楼板优选方案,空心钢筋混凝土预制板包括底板钢筋混凝土层和多孔混凝土层;多孔混凝土层纵向间隔设置有多个长通孔;多孔混凝土层两侧或单侧凹于底板钢筋混凝土层两侧面,使预制空心板形成有后浇部。 The preferred solution for the above-mentioned laminated floor slab that is easy to install, the hollow reinforced concrete prefabricated slab includes a bottom slab reinforced concrete layer and a porous concrete layer; the porous concrete layer is provided with a plurality of long through holes at intervals in the longitudinal direction; On both sides of the concrete layer, the prefabricated hollow slab is formed with post-casting parts.
上述易于安装的叠合楼板优选方案,底板钢筋混凝土层内沿叠合楼板长度方向平行间隔设置底板预应力钢筋,沿叠合楼板宽度平行间隔设置横向钢筋。 In the preferred solution for the above-mentioned laminated floor that is easy to install, prestressed steel bars for the floor are provided in parallel intervals along the length direction of the laminated floor in the reinforced concrete layer of the floor, and transverse reinforcements are arranged in parallel and intervals along the width of the laminated floor.
上述易于安装的叠合楼板优选方案,横向钢筋突出于预制板侧面的一端沿竖直方向向上折弯。 In the preferred solution of the above-mentioned laminated floor slab that is easy to install, the end of the transverse steel bar protruding from the side of the prefabricated slab is bent upward in the vertical direction.
本实用新型的有益效果: The beneficial effects of the utility model:
能更好的实现叠合楼板的预制生产和现场组装连接;这使得建筑具有优良的耐震性能、结构构件尺寸准确、提升建筑品质、使用寿命高耐久、最大限度的改善操作人员劳动环境、缩短建设工期、降低工程造价。 It can better realize the prefabricated production and on-site assembly and connection of laminated floor slabs; this makes the building have excellent earthquake resistance, accurate structural component dimensions, improved building quality, long service life and durability, maximizing the improvement of the working environment for operators and shortening the construction period. shorten the construction period and reduce the project cost.
附图说明 Description of drawings
图1为实施例1的易于安装的叠合楼板立体示意图。 FIG. 1 is a perspective schematic diagram of an easy-to-install laminated floor slab in Embodiment 1. FIG.
图2为实施例1的易于安装的叠合楼板主视示意图。 Fig. 2 is a schematic front view of the easy-to-install laminated floor slab of Embodiment 1.
图3为实施例1的易于安装的叠合楼板侧视示意图。 Fig. 3 is a schematic side view of the easy-to-install laminated floor of Embodiment 1.
图4为实施例1的易于安装的叠合楼板俯视示意图。 FIG. 4 is a schematic top view of the easy-to-install laminated floor slab of Embodiment 1. FIG.
图5为实施例1的叠合楼板相互连接示意图。 FIG. 5 is a schematic diagram of interconnection of laminated floor slabs in Embodiment 1. FIG.
图6为实施例2的易于安装的叠合楼板立体示意图。 Fig. 6 is a schematic perspective view of the easy-to-install laminated floor of Embodiment 2.
图7为实施例2的易于安装的叠合楼板侧视示意图。 Fig. 7 is a schematic side view of the easy-to-install laminated floor of Embodiment 2.
图8为实施例2的易于安装的叠合楼板俯视示意图。 Fig. 8 is a schematic top view of the easy-to-install laminated floor slab of Embodiment 2.
图9为实施例2的易于安装的叠合楼板主视示意图。 Fig. 9 is a schematic front view of the easy-to-install laminated floor slab of Embodiment 2.
图10为实施例3易于安装的叠合楼板立体示意图。 Fig. 10 is a three-dimensional schematic diagram of a laminated floor slab that is easy to install in Embodiment 3.
图11为实施例3易于安装的叠合楼板俯视示意图。 Fig. 11 is a schematic top view of the easy-to-install laminated floor of Embodiment 3.
图12为实施例3易于安装的叠合楼板主视示意图。 Fig. 12 is a schematic front view of the laminated floor slab that is easy to install in Embodiment 3.
图13为两易于安装的叠合楼板相互连接俯视示意图。 Fig. 13 is a schematic top view of the interconnection of two superimposed floor slabs that are easy to install.
图14为两易于安装的叠合楼板相互连接主视示意图。 Fig. 14 is a schematic front view of the interconnection of two superimposed floor slabs that are easy to install.
图中1、横向钢筋,2、通长凹槽,3、通长凸棱,4、预制板预应力钢筋,5、连接肋, 6、混凝土灌注槽,7、多孔混凝土层,8、底板钢筋混凝土层,9、长通孔,10、底板预应力钢筋,11、水平钢筋,12、竖直钢筋,13、现场浇筑混凝土层。 In the figure 1. Transverse reinforcement, 2. Long groove, 3. Long convex rib, 4. Prestressed steel bar of prefabricated slab, 5. Connecting rib, 6. Concrete pouring groove, 7. Porous concrete layer, 8. Bottom plate reinforcement Concrete layer, 9, long through hole, 10, base plate prestressed reinforcement, 11, horizontal reinforcement, 12, vertical reinforcement, 13, pouring concrete layer on site.
具体实施方式 Detailed ways
为了便于本领域人员更好的理解本实用新型,下面结合附图和具体实施例对本实用新型做进一步详细说明,下述仅是示例性的不限定本实用新型的保护范围。 In order to facilitate those skilled in the art to better understand the utility model, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. The following is only exemplary and does not limit the protection scope of the utility model.
实施例1 Example 1
参考附图1、 附图2、附图3、 附图4、附图5、附图13和附图14,一种易于安装的叠合楼板,叠合楼板包括预制板和现场浇筑混凝土层13。 With reference to accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, accompanying drawing 4, accompanying drawing 5, accompanying drawing 13 and accompanying drawing 14, a kind of laminated floor slab that is easy to install, laminated floor slab comprises prefabricated slab and cast-in-place concrete layer 13 .
预制板底部沿其长度方向设置预制板预应力钢筋4;预制板底部沿其宽度方向设置普通钢筋或预应力钢筋构成的横向钢筋1,横向钢筋1一端预埋在预制板中,另一端突出于预制板的侧面;现场浇筑混凝土层13位于预制板上方将普通钢筋或预应力钢筋构成的横向钢筋1覆盖。 The bottom of the prefabricated slab is provided with prefabricated slab prestressed steel bars 4 along its length direction; the bottom of the prefabricated slab is provided with transverse steel bars 1 composed of ordinary steel bars or prestressed steel bars along its width direction. The side of the prefabricated slab; the cast-in-place concrete layer 13 is located above the prefabricated slab to cover the transverse reinforcement 1 made of ordinary steel bars or prestressed steel bars.
预制板一侧面底部具有沿其长度方向的连接肋5,实心钢筋混凝土预制板另一侧面具有沿其长度方向设置的混凝土灌注槽6,横向钢筋1预埋在预制板中的一端靠近连接肋5。 The bottom of one side of the prefabricated slab has a connecting rib 5 along its length direction, the other side of the solid reinforced concrete precast slab has a concrete pouring groove 6 arranged along its length direction, and the end of the transverse steel bar 1 embedded in the prefabricated slab is close to the connecting rib 5 .
考虑到施工方便,横向钢筋1突出于预制板侧面一端的沿竖直方向向上折弯。 Considering the convenience of construction, the transverse reinforcement 1 protruding from the side of the prefabricated slab is bent upwards in the vertical direction.
考虑到结构及使用寿命,现场浇筑混凝土层13内沿设竖直钢筋12及水平钢筋11构成的钢筋网。 Considering the structure and service life, the reinforcement mesh formed by the vertical reinforcement bars 12 and the horizontal reinforcement bars 11 is set along the cast-in-place concrete layer 13 .
本实施例中,通长凹槽2截面形状为燕尾槽。 In this embodiment, the cross-sectional shape of the long groove 2 is a dovetail groove.
一种所述易于安装的叠合楼板施工方法,其特征在于包括以下步骤: A construction method for the easy-to-install laminated floor, characterized by comprising the following steps:
(1)在预制板生产线上,铺设普通钢筋或张拉预应力钢筋,用成型设备成型预制板; (1) On the prefabricated panel production line, ordinary steel bars or tensioned prestressed steel bars are laid, and precast panels are formed with forming equipment;
(2)预制板的钢筋混凝土达到一定强度后,起模,运输至施工工地现场; (2) After the reinforced concrete of the prefabricated slab reaches a certain strength, the mold is released and transported to the construction site;
(3)吊装预制板就位; (3) Hoist the prefabricated panels in place;
(4)铺设预埋管线; (4) Laying of embedded pipelines;
(5)铺设现场浇筑混凝土层的钢筋; (5) laying reinforcement for the concrete layer poured on site;
(6)预制板上方浇筑混凝土,形成现场浇筑混凝土层。 (6) Concrete is poured above the prefabricated slab to form a cast-in-place concrete layer.
实施例2 Example 2
参考附图6至9,预制板为空心钢筋混凝土预制板,其包括底板钢筋混凝土层8和多孔混凝土层7;底板钢筋混凝土层8内沿叠合楼板长度方向平行间隔设置底板预应力钢筋10,沿叠合楼板宽度平行间隔设置普通钢筋或预应力钢筋构成的横向钢筋1,横向钢筋1一端预埋在底板钢筋混凝土层8中,另一端突出于底板钢筋混凝土层8的侧面;多孔混凝土层7位于底板钢筋混凝土层8上方,且纵向间隔设置有多个长通孔9;多孔混凝土层7单侧凹于底板钢筋混凝土层8侧面形成连接肋5;多孔混凝土层7表面沿预制板的长度方向设有平行间隔设置的通长凹槽2;各通长凹槽2之间形成通长凸棱3。 With reference to accompanying drawings 6 to 9, the prefabricated slab is a hollow reinforced concrete prefabricated slab, which includes a bottom plate reinforced concrete layer 8 and a porous concrete layer 7; the bottom plate prestressed steel bars 10 are arranged at parallel intervals along the length direction of the laminated floor slab in the bottom plate reinforced concrete layer 8, Horizontal steel bars 1 composed of ordinary steel bars or prestressed steel bars are arranged at parallel intervals along the width of the laminated floor. It is located above the reinforced concrete layer 8 of the bottom plate, and a plurality of long through holes 9 are arranged at longitudinal intervals; the porous concrete layer 7 is recessed on the side of the reinforced concrete layer 8 of the bottom plate to form connecting ribs 5; the surface of the porous concrete layer 7 is along the length direction of the prefabricated slab There are long grooves 2 arranged in parallel at intervals; long ribs 3 are formed between the long grooves 2 .
通长凹槽2截面为矩形结构,其他同实施例1。 The cross-section of the long groove 2 is a rectangular structure, and the others are the same as in the first embodiment.
实施例3 Example 3
参考附图10至12,通长凹槽2截面为平面结构,通长凸棱3截面为弧形结构,其他同实施例2。 Referring to accompanying drawings 10 to 12, the cross-section of the long groove 2 is a planar structure, and the cross-section of the long rib 3 is an arc-shaped structure, and the others are the same as in the second embodiment.
以上仅描述了本实用新型的基本原理和优选实施方式,本领域人员可以根据上述描述作出许多变化和改进,这些变化和改进应该属于本实用新型的保护范围。 The above only describes the basic principle and preferred implementation of the utility model, and those skilled in the art can make many changes and improvements according to the above description, and these changes and improvements should belong to the protection scope of the utility model.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104532998A (en) * | 2014-12-30 | 2015-04-22 | 王睿敏 | Superimposed floor easy to install and construction method thereof |
CN108590006A (en) * | 2018-04-17 | 2018-09-28 | 昆明理工大学 | A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making |
CN110130557A (en) * | 2019-04-30 | 2019-08-16 | 同济大学 | A cement-based profile for composite concrete slabs and its construction method |
CN110805188A (en) * | 2019-11-27 | 2020-02-18 | 中铁建工集团有限公司 | Method for constructing bilateral dovetail-shaped abutted seams of full precast floor slabs and components thereof |
WO2020125378A1 (en) * | 2018-12-19 | 2020-06-25 | 哈尔滨达城绿色建筑技术开发股份有限公司 | One-way precast hollow slab having gradually varying cross section for laminated slab of agglomeration building |
-
2014
- 2014-12-30 CN CN201420854705.5U patent/CN204401844U/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104532998A (en) * | 2014-12-30 | 2015-04-22 | 王睿敏 | Superimposed floor easy to install and construction method thereof |
CN108590006A (en) * | 2018-04-17 | 2018-09-28 | 昆明理工大学 | A kind of double-T shaped armored concrete prefabricated panel and its superimposed sheet of making |
WO2020125378A1 (en) * | 2018-12-19 | 2020-06-25 | 哈尔滨达城绿色建筑技术开发股份有限公司 | One-way precast hollow slab having gradually varying cross section for laminated slab of agglomeration building |
CN110130557A (en) * | 2019-04-30 | 2019-08-16 | 同济大学 | A cement-based profile for composite concrete slabs and its construction method |
CN110805188A (en) * | 2019-11-27 | 2020-02-18 | 中铁建工集团有限公司 | Method for constructing bilateral dovetail-shaped abutted seams of full precast floor slabs and components thereof |
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