CN2603151Y - Lightweight precast concrete wall panels or panels - Google Patents
Lightweight precast concrete wall panels or panels Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- plate
- steel
- concrete
- precast concrete
- concrete wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 35
- 239000010959 steel Substances 0.000 claims description 35
- 238000009413 insulation Methods 0.000 claims description 12
- 229920000742 Cotton Polymers 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 238000005034 decoration Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 11
- 239000007943 implant Substances 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000005728 strengthening Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Images
Landscapes
- Panels For Use In Building Construction (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
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
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
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
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
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
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 03242405 CN2603151Y (en) | 2003-03-24 | 2003-03-24 | Lightweight precast concrete wall panels or panels |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 03242405 CN2603151Y (en) | 2003-03-24 | 2003-03-24 | Lightweight precast concrete wall panels or panels |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2603151Y true CN2603151Y (en) | 2004-02-11 |
Family
ID=34168716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 03242405 Expired - Lifetime CN2603151Y (en) | 2003-03-24 | 2003-03-24 | Lightweight precast concrete wall panels or panels |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2603151Y (en) |
Cited By (5)
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 |
-
2003
- 2003-03-24 CN CN 03242405 patent/CN2603151Y/en not_active Expired - Lifetime
Cited By (5)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US11085186B2 (en) | Thermal-insulated exterior wall boards, dedicated molds and making methods thereof | |
CN107322768B (en) | Prefabricated prestressed heat-preserving external wall panel, special die and manufacturing method thereof | |
CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
CN102168455B (en) | U-shaped closed tendon connection structure of horizontal joints in assembled shear wall structures | |
US6230465B1 (en) | Precast concrete structural modules | |
CN202012136U (en) | U-shaped closed rib connection structure for horizontal seam of assembling shear wall structure | |
CN1114738C (en) | In-situ cast hollow reinforced concrete slab pre-provided with hollow hard thin-wall members and its construction method | |
CN103015565A (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
CN1800531A (en) | Joint construction method of prefabricated composite bearing wall structure | |
CN101858119A (en) | Reinforced concrete hollow floor slab and construction method | |
CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
CN202787570U (en) | Prefabricated integral reinforced concrete load bearing wall | |
CN2417223Y (en) | Floor structure cast in situ with reinforcement inside | |
CN2603151Y (en) | Lightweight precast concrete wall panels or panels | |
CN1460756A (en) | Steel-concrete combined building structure and its construction method | |
CN1079130C (en) | Construction method of 3D architeccture system for house building | |
CN110106997A (en) | Sandwich heat-insulation precast concrete external wallboard and production method thereof | |
CN207110169U (en) | A kind of arrangement of reinforcement formula fiber knitted net concrete floor | |
CN113719008A (en) | Steel mesh truss hollow nest core plate and construction process | |
CN204435616U (en) | Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure | |
CN217500692U (en) | Connecting joint for composite heat-insulation single-face superposed wallboard | |
CN1584242A (en) | Steel reinforced concrete hollow floorslab | |
CN216239245U (en) | Hollow nest core plate of steel mesh truss | |
CN216516389U (en) | Concrete composite floor slab with supporting structure thereof | |
CN100395417C (en) | A construction method of cast-in-situ concrete hollow floor |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CX01 | Expiry of patent term |
Expiration termination date: 20130324 Granted publication date: 20040211 |