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CN2603151Y - Lightweight precast concrete wall panels or panels - Google Patents

Lightweight precast concrete wall panels or panels Download PDF

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Publication number
CN2603151Y
CN2603151Y CN 03242405 CN03242405U CN2603151Y CN 2603151 Y CN2603151 Y CN 2603151Y CN 03242405 CN03242405 CN 03242405 CN 03242405 U CN03242405 U CN 03242405U CN 2603151 Y CN2603151 Y CN 2603151Y
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China
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plate
steel
concrete
precast concrete
concrete wall
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Expired - Lifetime
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CN 03242405
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Chinese (zh)
Inventor
尹衍樑
张坤隆
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Ruentex Engineering and Construction Co Ltd
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Ruentex Engineering and Construction Co Ltd
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Abstract

The utility model provides a lightweight precast concrete wallboard or plate, can obviously lighten weight and maintain the precast concrete wallboard of its intensity, floor or plate etc, indicate especially one kind and design into reinforced concrete thin version and have the structure of reinforceing the rib with the plate, characterized by reduces in the thickness with the version piece, it puts more energy into to reuse the reinforcement rib, and implant triangle reinforcing bar frame or continuous type spiral stirrup and the owner's reinforcing bar that combines with the reinforcing bar net of plate in reinforceing the rib, at last pour into the concrete again, make its plate obtain sufficient intensity, the weight reduces, and reduce cost, and make follow-up construction hoist and mount operation more convenient and quick.

Description

轻量化预铸混凝土墙板或板块Lightweight precast concrete wall panels or panels

技术领域technical field

本实用新型涉及一种混凝土墙板或板块,特别涉及一种轻量化预铸混凝土墙板或板块。The utility model relates to a concrete wall board or a board, in particular to a lightweight precast concrete wall board or board.

背景技术Background technique

建筑结构中,常使用钢筋混凝土板状结构,例如大楼外墙板、结构物楼板等,一般作法又分为现场铺设钢筋、架模、灌注混凝土的现场铸造方式及先于他处预铸再载至现场安装的预铸方式,但为了使成本降低并使起造物施工期得以缩短、减少现场施工困扰,钢筋混凝土构件目前已大量采用预铸产品,大楼外墙板、楼板或直立墙板于实务中已普遍采用预铸式钢筋混凝土板件。In building structures, reinforced concrete slab structures are often used, such as building exterior wall panels, structural floor slabs, etc. The general practice is divided into on-site casting methods of laying steel bars, formwork, and pouring concrete on site, and pre-casting elsewhere. However, in order to reduce the cost, shorten the construction period and reduce the troubles of on-site construction, a large number of precast products have been used for reinforced concrete components, and the external wall panels, floor slabs or vertical wall panels of buildings are used in practice. Precast reinforced concrete slabs have been widely used in China.

一般板状钢筋混凝土W的制作方式或其结构,如图5所示,是于构件的模板中于灌注混凝土前按其板块厚度而植入单层或数层纵、横交错的钢筋网3,再经注入混凝土,显然,依该方式结构制成的钢筋混凝土板状构件乃为全实体,故其将耗用大量的钢筋及混凝土,且其最大缺失是整个构件将会变得非常笨重,其对该构件的吊升、载运、安装都会产生施工的困扰。Generally, the production method or structure of plate-shaped reinforced concrete W, as shown in Figure 5, is to implant a single layer or several layers of vertically and horizontally interlaced steel mesh 3 in the formwork of the component according to the thickness of the plate before pouring concrete. After injecting concrete, it is obvious that the reinforced concrete plate member made in this way is a whole entity, so it will consume a large amount of steel bars and concrete, and its biggest disadvantage is that the whole member will become very heavy and heavy. The hoisting, carrying, and installation of the component will cause construction troubles.

如所知,建筑物对外墙版的要求最重要的是耐震、防风、防水及隔热,而强度只要可支撑本身的重量及外力即可,其重量若太大反而对结构体是种不良负荷,所以外墙钢筋混凝土,除了支撑力、强度、抗风是数为考虑要素外,若重量过重反而成为败笔。且使用此种结构时可于薄板凹槽处内置入隔热或隔音棉,加强防音及隔热效果,此外,减少混凝土用量除了可减轻重量外也更环保。As we know, the most important requirements for the external wall of a building are earthquake resistance, wind resistance, waterproof and heat insulation, and the strength only needs to be able to support its own weight and external force. If the weight is too large, it will be a bad load on the structure Therefore, in addition to the supporting force, strength, and wind resistance of the reinforced concrete exterior wall, if the weight is too heavy, it will become a failure. And when using this structure, heat insulation or sound insulation cotton can be built into the groove of the thin plate to enhance the effect of soundproofing and heat insulation. In addition, reducing the amount of concrete can not only reduce the weight but also be more environmentally friendly.

据此可了解,有足够强度并减轻重量的预铸墙版是属良好的外墙结构,因此本公司以多年从事建筑及营建经验得知,许多钢筋混凝土板块或墙板,应朝在维持强度的条件下以减低重量及加强隔音、隔热及环保为目标而努力,故实用新型研发出本实用新型“轻量化预铸混凝土墙板或板块”。Based on this, it can be understood that a precast wall panel with sufficient strength and reduced weight is a good exterior wall structure. Therefore, our company has learned from years of experience in construction and construction that many reinforced concrete panels or wall panels should be aimed at maintaining strength. Under the condition of lowering the weight and strengthening the sound insulation, heat insulation and environmental protection as the goal, the utility model developed the utility model "lightweight precast concrete wall panel or plate".

发明内容Contents of the invention

本实用新型主要构想是提供一种可明显减轻重量并维持其强度的预铸混凝土墙板、楼板或板块,其将钢筋混凝土墙板或板块设计成具有减少混凝土容积的凹槽,并建构等距建构强化肋,其结构是于构件底层铺设钢筋网,并于强化肋中植入三角钢筋架或贯穿有主钢筋的连续式螺旋箍筋,最后再予灌注混凝土,据使墙板或板块获得良好强度、减低重量,并使制作施工更为简化及快速完成。The main concept of the utility model is to provide a precast concrete wall panel, floor slab or plate that can significantly reduce weight and maintain its strength. It designs the reinforced concrete wall panel or plate to have a groove that reduces the volume of concrete, and constructs equidistant Construct the reinforced rib, its structure is to lay steel mesh on the bottom of the component, and implant a triangular steel frame or a continuous spiral stirrup through the main steel bar in the reinforced rib, and finally pour concrete, it is said that the wall board or plate is well obtained. Strength, reduce weight, and make the production and construction more simplified and completed quickly.

附图说明Description of drawings

图1为本实用新型以三角钢筋架为强化肋内植钢筋的钢筋混凝土墙板、楼板或板Fig. 1 is the reinforced concrete wall panel, floor slab or plate of the utility model with the triangular steel bar frame as the strengthening rib and internal reinforcement

   块剖视图;block sectional view;

图2为本实用新型以连续式螺旋箍筋为强化肋内植钢筋的钢筋混凝土墙板、楼板Fig. 2 is the reinforced concrete wall and floor slabs of the utility model with continuous spiral stirrups as reinforcing ribs and internal reinforcing bars

   或板块剖视图;Or a sectional view of a plate;

图3为本实用新型以连续式螺旋箍筋为强化肋内植钢筋的钢筋混凝土墙板、楼板Fig. 3 is the reinforced concrete wall and floor slabs of the utility model with continuous spiral stirrups as reinforcing ribs and internal reinforcing bars

   或板块另一实施例剖视图;Or a sectional view of another embodiment of the plate;

图4为本实用新型含钢筋网及连续式螺旋箍筋组成立体图;Fig. 4 is the perspective view of the composition of the utility model containing steel mesh and continuous spiral stirrups;

图5为传统钢筋混凝土墙板、楼板或板块剖视图。附图中:Fig. 5 is a sectional view of a traditional reinforced concrete wall panel, floor slab or plate. In the attached picture:

1   --  端钢模1 -- end steel mold

11  --  搭接槽11 -- lap groove

2   --  端钢模2 -- end steel mold

21  --  搭接槽21 -- Lap slot

3   --  钢筋网3 -- steel mesh

31  --  橡胶模31 -- rubber mold

32  --  磁砖32 -- Tiles

4   --  三角钢筋架4 -- Triangular steel frame

5   --  马鞍型钢筋5 -- saddle steel bar

6  --  梯型模板6 -- Ladder formwork

7  --  连续式螺旋箍筋7 -- continuous spiral stirrup

71 --  主钢筋71 -- main reinforcement

W  --  一般板状钢筋混凝土W -- general plank reinforced concrete

具体实施方式Detailed ways

如图1所示,本实用新型于预铸结构构件外围设有端钢模1、2,其内缘设有搭接槽11、21,两端钢模1、2间底层铺设有纵横向交错的钢筋网3,并于适当位置设有三角钢筋架4,并利用一穿越三角钢筋架4及植入钢筋网3底部的马鞍型钢筋5,另于三角钢架4上方安置梯型模板6,经二次式灌注混凝土后,即第一次灌注至梯型模板6底缘,俟凝固后再予灌满,如此,即可使将钢筋混凝土墙板或板块成为具有减少混凝土容积的凹槽,并形成适距的强化肋,使墙板或板块具有良好强度、重量减轻,并使制作施工更为简化及快速,又可于前述强化肋间的凹槽处,装装加设有隔热、隔音棉,藉以提供具有强化隔热及隔音效能,而获得更好的功能性。As shown in Figure 1, the utility model is equipped with end steel molds 1 and 2 on the periphery of the precast structural member, and its inner edge is provided with lap grooves 11 and 21, and the bottom layer between the steel molds 1 and 2 at both ends is laid with vertical and transverse The reinforced mesh 3 is provided with a triangular steel frame 4 at an appropriate position, and a saddle-shaped steel bar 5 passing through the triangular steel frame 4 and implanted in the bottom of the reinforced mesh 3 is used, and a ladder formwork 6 is placed on the top of the triangular steel frame 4. After the concrete is poured twice, it is poured to the bottom edge of the trapezoidal formwork 6 for the first time, and then it is filled after solidification. In this way, the reinforced concrete wallboard or plate can be made into a groove with reduced concrete volume. And form the reinforcing ribs with appropriate distance, so that the wallboard or plate has good strength, lighten the weight, and make the production and construction more simplified and fast, and can be installed in the groove between the aforementioned strengthening ribs, and add heat insulation, Sound insulation cotton, in order to provide enhanced heat insulation and sound insulation performance, and obtain better functionality.

若本作实用新型欲作为建筑物的外墙板,参看图2所示,其可于两端钢模1、2间最底层,先行铺设有橡胶模31及外饰材,例如:磁砖32,使墙板在灌注混凝土成型时,即利用混凝土同时包含结合该磁砖32。If this utility model is intended to be used as an exterior wall panel of a building, as shown in Fig. 2, it can be laid with rubber molds 31 and exterior decorative materials, such as magnetic tiles 32, at the bottom of the steel molds 1 and 2 at both ends. , so that when the wallboard is poured into the concrete, the concrete is used to include and combine the tiles 32 at the same time.

如图2所示,前述本实用新型构件的加强肋中植入的三角钢筋架4,亦可植入贯穿有钢筋网,其构造为外围贯穿设有数支主钢筋71的连续式螺旋箍筋7,而可获得更快速的制作施工结构。As shown in Figure 2, the triangular steel bar frame 4 implanted in the reinforcing rib of the above-mentioned utility model member can also be implanted with a steel mesh, and its structure is a continuous spiral stirrup 7 with several main steel bars 71 running through the periphery. , and can obtain a more rapid production construction structure.

但本实用新型在上述墙板或板块结构中,其须以二次灌注混凝土方能达成,为了使制作施工更缩短,如图3所示,其可将梯型模板6反向置于底部,并将钢筋网3、三角钢筋架4或贯穿有主钢筋71的连续式螺旋箍筋7反向置于上方位置,即可由一次灌注混凝土的施工方法予以成型,结构体外侧的磁砖32予成型后再施作。However, in the above-mentioned wallboard or plate structure of the present invention, it must be achieved by secondary pouring of concrete. In order to shorten the production and construction, as shown in Figure 3, the ladder formwork 6 can be reversely placed at the bottom. Place the steel mesh 3, the triangular steel frame 4 or the continuous spiral stirrup 7 running through the main steel bar 71 in the upper position in reverse, and then it can be formed by the construction method of pouring concrete once, and the magnetic tile 32 on the outside of the structure is preformed Apply later.

Claims (4)

1.一种轻质化预铸混凝土墙板或板块,其特征在于,其混凝土内部底层铺设有纵横向交错的钢筋网,于钢筋网上穿设有纵横向的三角钢筋架,马鞍型钢筋设在三角钢筋架及钢筋网之间,另于三角钢架之间,以二次式灌注混凝土后形成有具减少混凝土容积的凹槽。1. A lightweight precast concrete wallboard or plate is characterized in that the bottom layer of the concrete is laid with vertically and horizontally staggered reinforcement meshes, and vertical and horizontal triangular reinforcement frames are worn on the reinforcement meshes, and the saddle-shaped steel bars are located on the Between the triangular steel frame and the steel mesh, and between the triangular steel frames, concrete is poured twice to form a groove to reduce the volume of concrete. 2.根据权利要求1所述的轻质化预铸混凝土墙板或板块,其特征在于,其中,灌注后的混凝土墙板或板块一侧结合有外饰材。2. The lightweight precast concrete wall panel or panel according to claim 1, wherein, one side of the poured concrete wall panel or panel is combined with an exterior decoration material. 3.根据权利要求1或2所述的轻质化预铸混凝土墙板或板块,其特征在于,其中,加强肋中植入的三角钢筋架,亦可植入贯穿纵横向钢筋网并具有主钢筋的连续式螺旋箍筋,或将连续式螺旋箍筋置于钢筋网上,再于钢筋网下方利用钢筋穿过连续式螺旋箍筋,以固定连续式螺旋箍筋于钢筋网上。3. The lightweight precast concrete wall panel or panel according to claim 1 or 2, wherein, the triangular reinforcement frame embedded in the reinforcing rib can also be implanted through the vertical and horizontal reinforcement mesh and has a main The continuous spiral stirrup of steel bar, or put the continuous spiral stirrup on the steel mesh, and then use the steel bar to pass through the continuous spiral stirrup under the steel mesh to fix the continuous spiral stirrup on the steel mesh. 4.根据权利要求3所述的轻质化预铸混凝土墙板或板块,其特征在于,其中,于强化肋间的凹槽处设有隔热、隔音棉。4. The lightweight pre-cast concrete wall panel or panel according to claim 3, wherein, heat insulation and sound insulation cotton are provided at the grooves between the reinforcing ribs.
CN 03242405 2003-03-24 2003-03-24 Lightweight precast concrete wall panels or panels Expired - Lifetime CN2603151Y (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100507175C (en) * 2005-03-07 2009-07-01 润弘精密工程事业股份有限公司 Steel reinforced concrete structure precasting method
CN102031837A (en) * 2010-11-15 2011-04-27 洛阳师范学院 Ultra-light ultra-strong low heat transferring concrete composite bionic wall technology
CN103046679A (en) * 2013-01-22 2013-04-17 江苏银环新型建材科技有限公司 Reinforcement steel bar template for concrete molding
CN104141354A (en) * 2014-07-07 2014-11-12 张跃 Concrete floor and production process thereof
CN107419841A (en) * 2017-05-03 2017-12-01 北京建筑大学 A kind of Concrete Sandwich Panel and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100507175C (en) * 2005-03-07 2009-07-01 润弘精密工程事业股份有限公司 Steel reinforced concrete structure precasting method
CN102031837A (en) * 2010-11-15 2011-04-27 洛阳师范学院 Ultra-light ultra-strong low heat transferring concrete composite bionic wall technology
CN103046679A (en) * 2013-01-22 2013-04-17 江苏银环新型建材科技有限公司 Reinforcement steel bar template for concrete molding
CN104141354A (en) * 2014-07-07 2014-11-12 张跃 Concrete floor and production process thereof
CN107419841A (en) * 2017-05-03 2017-12-01 北京建筑大学 A kind of Concrete Sandwich Panel and preparation method thereof

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Expiration termination date: 20130324

Granted publication date: 20040211