WO2012109966A1 - 钢丝网蒸压加气混凝土板 - Google Patents

钢丝网蒸压加气混凝土板 Download PDF

Info

Publication number
WO2012109966A1
WO2012109966A1 PCT/CN2012/071053 CN2012071053W WO2012109966A1 WO 2012109966 A1 WO2012109966 A1 WO 2012109966A1 CN 2012071053 W CN2012071053 W CN 2012071053W WO 2012109966 A1 WO2012109966 A1 WO 2012109966A1
Authority
WO
WIPO (PCT)
Prior art keywords
aerated concrete
steel
mesh
ribs
steel mesh
Prior art date
Application number
PCT/CN2012/071053
Other languages
English (en)
French (fr)
Inventor
李立安
郑炳芳
刘于昌
袁翔
刘文龙
Original Assignee
上海富春建业科技股份有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 上海富春建业科技股份有限公司 filed Critical 上海富春建业科技股份有限公司
Publication of WO2012109966A1 publication Critical patent/WO2012109966A1/zh

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced

Definitions

  • the invention relates to a building material, in particular to a steel mesh autoclaved aerated concrete board which can be used as a building wall, a roof and a partition.
  • the aerated concrete product is a new building material which is made of a siliceous material such as fly ash, quartz sand and its tailings, and a calcium material such as lime or cement, which is formed into a porous structure by chemical gasification, and is obtained by autoclaving. It has many advantages such as profit, waste, energy saving, light weight, environmental protection, etc. It is a green new building material.
  • Aerated concrete products are divided into two types of blocks and plates, and the plates can be divided into wall panels, roof panels and floor panels according to their performance characteristics and uses.
  • the aerated concrete slab is mainly composed of various forms of lining steel bars.
  • the steel frame includes a single mesh and two upper and lower mesh.
  • the structure of the upper and lower mesh is basically adopted in China (see Figure 1). ).
  • the existing steel mesh of the steel bar skeleton is generally made of the transverse rib 1 and the longitudinal rib 2 welded (pad 3), and 4 transverse ribs and 1 longitudinal rib 2 are used.
  • the material used is steel, and the diameter is relatively high. Thick (about 4-10mm in diameter), the number of arrangements is small, and the spacing is wide.
  • the same steel mesh of the upper and lower layers is fixed by a small number of connecting ribs 4, and the connection mode is relatively simple, mainly for the overall fixing effect.
  • the steel frame of the upper and lower mesh combinations currently used has less reinforcement, and the distribution of the steel bars is large, which has a certain influence on the load of the plate, and only the fixing effect is obtained after the upper and lower mesh plates are connected, and no additional mechanical properties are obtained.
  • the diameter of the selected steel bars is generally very thick (about 4-10 mm in diameter), so not only the impact resistance and structural strength of the aerated concrete slab are affected, but also the consumption of steel per unit area is large, so that the manufacturing cost of the sheet is increase.
  • the technical problem to be solved by the present invention is to provide a steel mesh autoclaved aerated concrete slab for the above-mentioned deficiencies of the prior art, which makes the distribution and arrangement of the steel wire skeleton reasonable, the structural strength of the steel plate is high, the load performance is superior, and the manufacturing low cost.
  • a steel mesh autoclaved aerated concrete slab comprises an aerated concrete slab and a steel mesh skeleton lining the aerated concrete slab; the steel mesh skeleton is composed of a mesh structure formed by a plurality of steel wires, the steel wire The diameter is 1.5-3.0 mm.
  • the wire mesh skeleton may be composed of a single layer of steel wire mesh (suitable for special specification aerated concrete panels).
  • the wire mesh skeleton may also include an upper steel wire mesh, a lower steel mesh, and a joint and a rib structure between the two steel mesh sheets.
  • the upper steel mesh or the lower steel mesh is welded by a plurality of transverse ribs and longitudinal ribs.
  • the upper steel mesh sheet and the lower steel mesh sheet may have meshes of various shapes, for example, a rectangular structure having upper and lower symmetry.
  • transverse ribs There are eight transverse ribs, 5cm spacing between the upper and lower two, and 10cm spacing between the middle and the middle; there are fifteen longitudinal ribs, 5cm spacing between the left and right, and a few in the middle. Arranged at a pitch of 10 cm.
  • connection between the upper steel wire mesh and the lower steel mesh and the reinforcement structure are used for fixing the connecting ribs Or with a support rib joint; the support ribs use a distributed reinforcement structure.
  • the connecting ribs for fixing are connected to the left and right ends of the upper and lower transverse ribs.
  • the supporting rib adopts a diagonal rib, and the diagonal rib connects four upper and lower ribs of the upper and lower horizontal ribs, respectively connecting the first, fourth, fifth and eighth transverse ribs; and the diagonal ribs are connected on the same transverse ribs, Uniform angle and direction distribution, the diagonal rib spacing is 10cm; the adjacent two sets of diagonal ribs are opposite in direction.
  • the method for processing the autoclaved aerated concrete slab of the steel mesh of the invention is the same as the conventional method for preparing the aerated concrete slab: firstly, the steel skeleton is prepared, the fixing member is installed, and the fixed cage is fixed by the fixed steel brazing, and the mold is prepared The steel skeleton is fixed in the mold, and then the steel skeleton is treated with anti-corrosion treatment, and then the concrete slurry is filled, cut into a plate shape according to the specifications, and maintained in a high-pressure high-temperature curing in an autoclave for 12 hours.
  • the steel mesh autoclaved aerated concrete slab of the invention adopts a thinner steel wire (about 1.5-3.0 diameter) than the steel bar (about 4-10 mm in diameter).
  • the unit area is reduced by nearly 4 times, and the dispersing reinforcement structure is adopted, the reinforcement form is more reasonable, the structure is more stable (mechanical stability is better), the force condition is more uniform and reasonable, and the strength can be obviously improved ( The strength is increased by nearly one time, that is, the reduction of half of the steel bar can reach the strength of the existing steel mesh aerated concrete slab), the manufacturing cost is low, and the wire mesh and the wire mesh skeleton are more easily mechanized.
  • the upper and lower steel wire meshes are connected with the connecting ribs for fixing, and are also connected by the diagonally-stretched ribs.
  • the mechanical properties such as impact resistance and negative wind pressure are additionally increased by the connection after the fixing.
  • the distribution of the steel wire in the plate body is more uniform, the contact area between the outer surface of the steel bar and the plate body is improved, the physical and mechanical properties of the whole plate are more excellent, and the ability of the plate to bear the load is improved.
  • the test results show that the steel mesh autoclaved aerated concrete slab of the invention reaches and exceeds the GB15762-2008 The bending resistance and load performance requirements specified in the two standards of autoclaved aerated concrete slabs and JIS5416 Japan autoclaved aerated concrete slabs.
  • FIG. 1 is a schematic view showing a three-dimensional structure of a steel bar skeleton including two upper and lower mesh sheets;
  • FIG. 2 is a schematic structural view of a steel mesh of a conventional steel skeleton
  • FIG 3 is a schematic cross-sectional structural view of a conventional steel bar skeleton (ie, a schematic view of a joint structure of two upper and lower steel mesh plates);
  • Figure 4 is a schematic structural view of an autoclaved aerated concrete slab of the steel mesh of the present invention
  • Figure 5 is a perspective view showing the three-dimensional structure of the steel mesh frame of the autoclaved aerated concrete slab of the steel mesh of the present invention
  • Figure 6 is a schematic view showing the structure of a steel mesh of a steel mesh skeleton of the present invention.
  • FIG. 7 is a schematic cross-sectional structural view of a steel mesh skeleton of the present invention (ie, a schematic view of a joint structure of two upper and lower steel mesh sheets); wherein, FIG. 7A and FIG. 7B show upper and lower two-layer steel meshes of opposite directions of two adjacent diagonally drawn ribs. Schematic diagram of the connection structure.
  • 1 is a transverse rib
  • 2 is a longitudinal rib
  • 3 is a welded joint
  • 4 is a connecting rib
  • A is an aerated concrete slab
  • B is a steel mesh skeleton
  • 11 is a transverse rib
  • 12 is a longitudinal rib
  • 13 is a welded joint
  • 14 is used To fix the connecting ribs
  • 15 is the diagonal ribs.
  • the steel mesh autoclaved aerated concrete panel of the present invention comprises an aerated concrete slab A and a steel mesh skeleton B lining the aerated concrete slab.
  • the steel mesh skeleton of the present invention comprises a single-layer steel mesh. , two layers of steel mesh and other forms.
  • the steel mesh frame of the autoclaved aerated concrete slab of the wire mesh of the present invention adopts a steel wire mesh with upper and lower layers of symmetrical structure (upper steel mesh and lower steel mesh, the specific structure is shown in Fig. 6),
  • the two-layer steel mesh has a specific joint and reinforcement structure (see Figure 7 for the specific structure).
  • the diameter is 1.5-3.0 mm), and the mechanical stability after dispersion and reinforcement is better, and the upper and lower mesh sheets are added and fixed, and the mechanical properties such as impact resistance and negative wind pressure are additionally increased.
  • the steel mesh of the steel mesh frame has a rectangular structure, and the steel mesh is formed by welding the transverse ribs 11 and the longitudinal ribs 12 (through the welding points 13).
  • the material used is steel wire and the diameter is fine (using steel wire)
  • the diameter is 1.5-3.0 mm) and the number of arrangements is larger (compared to Figure 2).
  • the number and spacing of the arrangements can be adjusted in various ways. For example, in Fig. 6, there are eight transverse ribs 11, and the upper and lower two are spaced apart by 5 cm, and the middle ones are arranged at a pitch of 10 cm. There are fifteen longitudinal ribs 12, 5 cm spacing between the left and right 5, and a few in the middle at a distance of 10 cm.
  • connection and the rib structure of the upper and lower two-layer steel mesh are specifically: the transverse ribs 11 are connected by the connecting ribs 14 for fixing, and the diagonally-stretched ribs 15 are also used.
  • the connecting ribs 14 for fixing are connected to the left and right ends of the upper and lower eight transverse ribs 11.
  • the diagonal ribs 15 are only connected to the upper and lower four of the upper and lower eight transverse ribs 11, respectively, in the first, fourth, fifth, and eight transverse ribs 11; and the diagonal ribs 15 are connected on the same transverse ribs 11, and remain uniform.
  • the angle (for example, 15°-75° angle) and the direction distribution are 10 cm apart; as shown in FIGS. 7A and 7B, the directions of the adjacent two sets of diagonal ribs are opposite.
  • the steel mesh autoclaved aerated concrete slab of the invention adopts a thinner steel wire (about 1.5-3.0 diameter) than the steel bar (about 4-10 mm in diameter).
  • the unit area is reduced by nearly 4 times, and the dispersing reinforcement structure is adopted, the reinforcement form is more reasonable, the structure is more stable (mechanical stability is better), the force condition is more uniform and reasonable, and the strength can be obviously improved ( The strength is increased by nearly one time, that is, the reduction of half of the steel bar can reach the strength of the existing steel mesh aerated concrete slab), the manufacturing cost is low, and the wire mesh and the wire mesh skeleton are more easily mechanized.
  • the upper and lower steel wire meshes are connected with the connecting ribs for fixing, and are also connected by the diagonally-stretched ribs.
  • the mechanical properties such as impact resistance and negative wind pressure are additionally increased by the connection after the fixing.
  • the distribution of the steel wire in the plate body is more uniform, the contact area between the outer surface of the steel bar and the plate body is improved, the physical and mechanical properties of the whole plate are more excellent, and the ability of the plate to bear the load is improved.
  • the test results show that the steel mesh autoclaved aerated concrete slab of the invention reaches and exceeds the GB15762-2008 The bending resistance and load performance requirements specified in the two standards of autoclaved aerated concrete slabs and JIS5416 Japan autoclaved aerated concrete slabs.
  • the steel mesh autoclaved aerated concrete slab of the invention has many advantages such as profit and waste, energy saving and heat preservation, light weight and environmental protection, and is a green new building material.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

钢丝网蒸压加气混凝土板 技术领域
本发明涉及一种建筑材料，尤其涉及一种可用作建筑物墙体、屋面、隔层的钢丝网蒸压加气混凝土板。
背景技术
加气混凝土制品是以粉煤灰、石英砂及其尾矿等硅质材料和石灰、水泥等钙质材料，经化学发气方法形成多孔结构，通过蒸压养护获得强度的新型建筑材料。它具有利废、节能保温、质轻、环保等诸多优点，是一种绿色新型建材。加气混凝土制品分为砌块和板材两种形式，其中板材又可以根据性能特点和用途分为墙板、屋面板和楼板。加气混凝土板材主要是由各种形式的内衬钢筋骨架构成，其中的钢筋骨架包括单张网片、上下两张网片等形式，目前国内基本都采用上下网片组合的结构（见图1）。如图2所示，现有钢筋骨架的钢筋网片一般由横筋1、纵筋2焊接（焊点3）而成，采用4根横筋1，2根纵筋2，所用材料为钢筋，直径较粗（直径大约在4-10mm左右），排布数量较少，间距较宽。如图3所示，上下两层同样的钢筋网片，通过少量连接筋4固定，连接方式较简易，主要起整体固定作用。可见，目前使用的上下网片组合的钢筋骨架，其配筋量较少，钢筋分布间距很大，对板材的荷载有一定的影响，且上下网片连接后仅起固定作用，没有额外力学性能，并且选用的钢筋直径普遍都很粗（直径大约在4-10mm左右），因此不仅使加气混凝土板的抗冲击性能和结构强度受到影响，而且单位面积钢材消耗较大，使板材的制造成本增加。
技术问题
本发明所要解决的技术问题是针对上述现有技术存在的不足而提供一种钢丝网蒸压加气混凝土板，它使钢丝骨架的分布配置合理，板材的结构强度高，荷载性能优越，且制造成本低。
技术解决方案
本发明为解决上述技术问题所采用的技术方案为：
一种钢丝网蒸压加气混凝土板，包括加气混凝土板体以及内衬于加气混凝土板体内的钢丝网骨架；该钢丝网骨架由数根钢丝形成的网状结构组成，所述钢丝的直径为1.5-3.0毫米。
所述钢丝网骨架可以由单层钢丝网片组成（适用于特种规格加气混凝土板）。
所述钢丝网骨架也可以包括上层钢丝网片、下层钢丝网片、以及该两层钢丝网片之间的联接和布筋结构。
所述上层钢丝网片或下层钢丝网片采用数根横筋和纵筋焊接而成。
所述上层钢丝网片和下层钢丝网片可采用各种形状的网格，例如具有上下对称的矩形结构。
所述横筋有八根，上、下2根之间是5cm间距、中间几根照10cm间距排布；所述纵筋有十五根，左、右5根之间是5cm间距、中间几根按照10cm间距排布。
所述上层钢丝网片、下层钢丝网片之间的联接和布筋结构采用用来固定的 连接筋 或配以支撑筋联接；该支撑筋采用分散配筋结构。
所述用来固定的连接筋连接上下横筋的左右两端。
所述支撑筋采用斜拉筋，该斜拉筋连接上下各八根横筋的上下各四根，分别连接第一、四、五、八根横筋；且斜拉筋在同根横筋上连接时，保持统一的角度和方向分布，斜拉筋间距为10cm；相邻两组斜拉筋的方向相反。
所述斜拉筋在同根横筋上连接时，保持统一的15°-75°角度和方向分布。
本发明钢丝网蒸压加气混凝土板的加工制作方法与常规制作加气混凝土板的方法相同：先制作好钢筋骨架，安装固定件，对固定网笼用固定钢钎预处理，编模时将钢筋骨架固定于模具内，然后对钢筋骨架进行防腐处理，然后填充混凝土料浆成型，按规格切割成板状，在高压釜中高压高温养护12小时即成。
 有益效果
与现有技术相比，本发明的有益效果在于：
1 、与现有的钢筋网加气混凝土板相比，由于本发明的钢丝网蒸压加气混凝土板采用了比钢筋（直径大约在4-10mm左右）更细的钢丝（直径大约在1.5-3.0mm左右），单位面积缩小了将近4倍，且采用分散配筋结构，配筋形式更为合理，使结构更稳定（力学稳定性较好），受力状况更均匀合理，能明显提高强度（强度提高近1倍，即减少一半钢筋可达到现有的钢筋网加气混凝土板强度），制造成本低，更便于机械化制造钢丝网片及钢丝网骨架。
2 、上下钢丝网片除采用用来固定的连接筋连接外还配以采用分散联接的斜拉筋联接，通过连接后除固定作用，还有额外增加抗冲击性、耐负风压等力学性能。
3 、提高了钢丝网片在板体内位置的稳定性，减少切割过程中露筋等缺陷的产生。
4 、使钢丝在板体内的分布更加均匀，提高了钢筋外表面与板体的接触面积，板材整体的物理力学性能更加优异，板材承受荷载的能力提高。检测结果表明，本发明的钢丝网蒸压加气混凝土板达到并超越了《GB15762-2008 蒸压加气混凝土板》、《JIS5416 日本蒸压加气混凝土板》两个标准中规定的抗弯曲性能和荷载性能要求。
 附图说明
下面结合附图和具体实施方式对本发明作进一步详细的说明：
图1为现有的包括上下两张网片的钢筋骨架立体结构示意图；
图2为现有钢筋骨架的钢筋网片结构示意图；
图3为现有钢筋骨架的截面结构示意图（即上下两张钢筋网片的联接结构示意图）；
图4是本发明钢丝网蒸压加气混凝土板的结构示意图；
图5为本发明钢丝网蒸压加气混凝土板的钢丝网骨架立体结构示意图；
图6为本发明钢丝网骨架的钢丝网片结构示意图；
图7为本发明钢丝网骨架的截面结构示意图（即上下两层钢丝网片的联接结构示意图）；其中，图7A和图7B表示相邻两组斜拉筋方向相反的上下两层钢丝网片的联接结构示意图。
其中： 1为横筋，2为纵筋，3为焊点，4为连接筋；A为加气混凝土板体，B为钢丝网骨架，11为横筋，12为纵筋，13为焊点；14为用来固定的连接筋，15为斜拉筋。
 本发明的最佳实施方式
本发明的实施方式
如图4所示，本发明钢丝网蒸压加气混凝土板包括加气混凝土板体A以及内衬于加气混凝土板体内的钢丝网骨架B，本发明的钢丝网骨架包括单层钢丝网片、上下两层钢丝网片等形式。
下面结合附图举一实施例，该实施例以具有上下两层钢丝网片的钢丝网骨架为例。
如图5所示，本发明钢丝网蒸压加气混凝土板的钢丝网骨架采用上下两层结构对称的钢丝网片（上层钢丝网片和下层钢丝网片，具体结构见图6），该上下两层钢丝网片之间具有特定的联接和布筋结构（具体结构见图7），与现有的钢筋骨架（见图1）相比，其配筋量较多，用筋较细（采用钢丝的直径为1.5-3.0毫米），分散配筋后力学稳定性等较好，且上下网片通过连接后除固定作用，还有额外增加抗冲击性、耐负风压等力学性能。
如图6所示，该钢丝网骨架的钢丝网片呈矩形结构，该钢丝网片通过横筋11、纵筋12焊接（通过焊点13）而成，所用材料为钢丝，直径较细（采用钢丝的直径为1.5-3.0毫米），排布数量更多（与图2相比），排布的数量及间距有多种方式可进行调整。例如图6中，横筋11有八根，上、下2根之间是5cm间距、中间几根按照10cm间距排布。纵筋12有十五根，左、右5根之间是5cm间距、中间几根按照10cm间距排布。
如图7所示，上下两层钢丝网片的联接和布筋结构具体为：在横筋11上除采用用来固定的连接筋14连接外，还采用分散联接的斜拉筋15联接。用来固定的连接筋14连接上下八根横筋11的左右两端。但斜拉筋15只连接上下各八根横筋11中的上下各四根，分别在第一、四、五、八根横筋11；且斜拉筋15在同根横筋11上联接时，保持统一的角度（例如15°-75°角度）和方向分布，间距为10cm；如图7A和图7B所示，相邻两组斜拉筋的方向相反。
 工业实用性
1 、与现有的钢筋网加气混凝土板相比，由于本发明的钢丝网蒸压加气混凝土板采用了比钢筋（直径大约在4-10mm左右）更细的钢丝（直径大约在1.5-3.0mm左右），单位面积缩小了将近4倍，且采用分散配筋结构，配筋形式更为合理，使结构更稳定（力学稳定性较好），受力状况更均匀合理，能明显提高强度（强度提高近1倍，即减少一半钢筋可达到现有的钢筋网加气混凝土板强度）,制造成本低,更便于机械化制造钢丝网片及钢丝网骨架。
2 、上下钢丝网片除采用用来固定的连接筋连接外还配以采用分散联接的斜拉筋联接，通过连接后除固定作用，还有额外增加抗冲击性、耐负风压等力学性能。
3 、提高了钢丝网片在板体内位置的稳定性，减少切割过程中露筋等缺陷的产生。
4 、使钢丝在板体内的分布更加均匀，提高了钢筋外表面与板体的接触面积，板材整体的物理力学性能更加优异，板材承受荷载的能力提高。检测结果表明，本发明的钢丝网蒸压加气混凝土板达到并超越了《GB15762-2008 蒸压加气混凝土板》、《JIS5416 日本蒸压加气混凝土板》两个标准中规定的抗弯曲性能和荷载性能要求。
5、 本发明的钢丝网蒸压加气混凝土板具有利废、节能保温、质轻、环保等诸多优点，是一种绿色新型建材。
序列表自由内容

Claims (1)

1 、一种钢丝网蒸压加气混凝土板，其特征在于，包括加气混凝土板体以及内衬于加气混凝土板体内的钢丝网骨架；该钢丝网骨架由数根钢丝形成的网状结构组成，所述钢丝的直径为1.5-3.0毫米。
2 、如权利要求1所述的钢丝网蒸压加气混凝土板，其特征在于，所述钢丝网骨架由单层钢丝网片组成。
3 、如权利要求1所述的钢丝网蒸压加气混凝土板，其特征在于，所述钢丝网骨架包括上层钢丝网片、下层钢丝网片、以及该两层钢丝网片之间的联接和布筋结构。
4 、如权利要求3所述的钢丝网蒸压加气混凝土板,其特征在于,所述上层钢丝网片或下层钢丝网片采用数根横筋和纵筋焊接而成。
5 、如权利要求3所述的钢丝网蒸压加气混凝土板，其特征在于，所述上层钢丝网片和下层钢丝网片具有上下对称的矩形结构。
6 、如权利要求4所述的钢丝网蒸压加气混凝土板，其特征在于，所述横筋有八根，上、下2根之间是5cm间距、中间几根照10cm间距排布；所述纵筋有十五根，左、右5根之间是5cm间距、中间几根按照10cm间距排布。
7 、如权利要求3或6所述的钢丝网蒸压加气混凝土板，其特征在于，所述上层钢丝网片、下层钢丝网片之间的联接和布筋结构采用用来固定的 连接筋 或配以支撑筋联接；该支撑筋采用分散配筋结构。
8 、如权利要求7所述的钢丝网蒸压加气混凝土板，其特征在于，所述用来固定的连接筋连接上下横筋的左右两端。
9 、如权利要求7所述的钢丝网蒸压加气混凝土板，其特征在于，所述支撑筋采用斜拉筋，该斜拉筋连接上下各八根横筋的上下各四根，分别连接第一、四、五、八根横筋；且斜拉筋在同根横筋上连接时，保持统一的角度和方向分布，斜拉筋间距为10cm；相邻两组斜拉筋的方向相反。
10 、如权利要求9所述的钢丝网蒸压加气混凝土板，其特征在于，所述斜拉筋在同根横筋上连接时，保持统一的15°-75°角度和方向分布。
PCT/CN2012/071053 2011-02-14 2012-02-13 钢丝网蒸压加气混凝土板 WO2012109966A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN 201110037103 CN102080426A (zh) 2011-02-14 2011-02-14 钢丝网蒸压加气混凝土板
CN201110037103.1 2011-02-14

Publications (1)

Publication Number Publication Date
WO2012109966A1 true WO2012109966A1 (zh) 2012-08-23

Family

ID=44086594

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2012/071053 WO2012109966A1 (zh) 2011-02-14 2012-02-13 钢丝网蒸压加气混凝土板

Country Status (2)

Country Link
CN (1) CN102080426A (zh)
WO (1) WO2012109966A1 (zh)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223527A (zh) * 2016-06-30 2016-12-14 宁波普利凯建筑科技有限公司 陶粒混凝土自保温外墙板及其制作方法
CN107816148A (zh) * 2017-12-08 2018-03-20 中冶建筑研究总院有限公司 一种采用三维钢丝网的复合墙体
CN109885928A (zh) * 2019-02-19 2019-06-14 珠海中易建建设工程有限公司 网片钢筋图形处理方法、电子设备及存储介质
CN113149583A (zh) * 2021-04-19 2021-07-23 福建厚德节能科技发展有限公司 一种拼接式蒸压加气混凝土板材及其制备方法
CN116215022A (zh) * 2022-12-26 2023-06-06 江苏福瑞森塑木科技股份有限公司 一种高刚性高耐磨塑木复合材料板材及其制备方法

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080426A (zh) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 钢丝网蒸压加气混凝土板
CN102518301A (zh) * 2011-12-19 2012-06-27 上海富春建业科技股份有限公司 蒸压加气混凝土板活动板房及其组装方法
CN103693928B (zh) * 2013-11-14 2015-07-22 河南兴安新型建筑材料有限公司 一种利用黄河沙制备的蒸压加气混凝土板及其制备方法
CN104786368A (zh) * 2014-01-22 2015-07-22 任丘市永基建筑安装工程有限公司 一种钢筋成型技术
CN106149959A (zh) * 2015-04-01 2016-11-23 万平华 能承受较强荷载的加气混凝土薄板的生产方法
CN106802608A (zh) * 2017-03-27 2017-06-06 江苏中天消防设备有限公司 一种防火板的蒸压装置
CN107587651A (zh) * 2017-10-28 2018-01-16 自贡市金土地科技有限公司 一种建筑石板
DE102019125300A1 (de) * 2019-09-19 2021-03-25 Häussler Innovation GmbH Verfahren zur Bewehrung eines Stahlbetonbauteils
CN113246264A (zh) * 2021-05-10 2021-08-13 贵州凯得利建材有限公司 一种表面具有抗压支撑结构的加气砖块生产工艺
CN113550491A (zh) * 2021-08-02 2021-10-26 刘贻鹏 一种线桁三角串排型架结构

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6202375B1 (en) * 1997-10-28 2001-03-20 Rolf Otto Kleinschmidt Method for concrete building system using composite panels with highly insulative plastic connector
JP2002331515A (ja) * 2001-05-11 2002-11-19 Asahi Kasei Corp 軽量気泡コンクリートパネルの補強筋構造
CN2589559Y (zh) * 2002-12-17 2003-12-03 张传镁 复合钢网加气砼轻质墙板
CN201232289Y (zh) * 2008-05-09 2009-05-06 北京现代建筑材料有限责任公司 蒸压加气混凝土板材配筋结构
CN102080426A (zh) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 钢丝网蒸压加气混凝土板
CN202064512U (zh) * 2011-02-14 2011-12-07 上海富春建业科技股份有限公司 钢丝网蒸压加气混凝土板

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2388247Y (zh) * 1998-12-18 2000-07-19 北京亿利达轻体房屋有限公司 现浇混凝土钢丝网架墙板
KR100499446B1 (ko) * 2003-05-30 2005-07-05 이종헌 복층건물의 층간 구조체
JP2006110725A (ja) * 2004-10-12 2006-04-27 Sumitomo Kinzoku Kozan Siporex Kk 繊維混入軽量気泡コンクリートパネルの製造方法
CN101294427A (zh) * 2007-04-24 2008-10-29 哈尔滨工业大学空间钢结构幕墙有限公司 碳纤维筋加强的蒸压加气混凝土板及应用
CN101294430A (zh) * 2007-04-29 2008-10-29 哈尔滨工业大学空间钢结构幕墙有限公司 碳纤维蒸压加气混凝土板及应用
CN201704859U (zh) * 2010-07-07 2011-01-12 山东天玉墙体材料有限公司 蒸压加气混凝土板

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6202375B1 (en) * 1997-10-28 2001-03-20 Rolf Otto Kleinschmidt Method for concrete building system using composite panels with highly insulative plastic connector
JP2002331515A (ja) * 2001-05-11 2002-11-19 Asahi Kasei Corp 軽量気泡コンクリートパネルの補強筋構造
CN2589559Y (zh) * 2002-12-17 2003-12-03 张传镁 复合钢网加气砼轻质墙板
CN201232289Y (zh) * 2008-05-09 2009-05-06 北京现代建筑材料有限责任公司 蒸压加气混凝土板材配筋结构
CN102080426A (zh) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 钢丝网蒸压加气混凝土板
CN202064512U (zh) * 2011-02-14 2011-12-07 上海富春建业科技股份有限公司 钢丝网蒸压加气混凝土板

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223527A (zh) * 2016-06-30 2016-12-14 宁波普利凯建筑科技有限公司 陶粒混凝土自保温外墙板及其制作方法
CN106223527B (zh) * 2016-06-30 2019-04-19 宁波普利凯建筑科技有限公司 陶粒混凝土自保温外墙板及其制作方法
CN107816148A (zh) * 2017-12-08 2018-03-20 中冶建筑研究总院有限公司 一种采用三维钢丝网的复合墙体
CN109885928A (zh) * 2019-02-19 2019-06-14 珠海中易建建设工程有限公司 网片钢筋图形处理方法、电子设备及存储介质
CN109885928B (zh) * 2019-02-19 2023-07-07 广东建星建造第一工程有限公司 网片钢筋图形处理方法、电子设备及存储介质
CN113149583A (zh) * 2021-04-19 2021-07-23 福建厚德节能科技发展有限公司 一种拼接式蒸压加气混凝土板材及其制备方法
CN116215022A (zh) * 2022-12-26 2023-06-06 江苏福瑞森塑木科技股份有限公司 一种高刚性高耐磨塑木复合材料板材及其制备方法

Also Published As

Publication number Publication date
CN102080426A (zh) 2011-06-01

Similar Documents

Publication Publication Date Title
WO2012109966A1 (zh) 钢丝网蒸压加气混凝土板
WO2018161848A1 (zh) 一种结构与节能一体化装配式预制外墙板及制备方法
WO2013091508A1 (zh) 复合无机防火板及其制备方法
CN100503998C (zh) 三控制型暗桁架混凝土复合剪力墙及制作方法
CN101619608A (zh) 轻体保温水泥墙体板
CN201560514U (zh) 节能复合楼板
CN202925925U (zh) 一种砖砌体墙加固装置
CN113443846A (zh) 一种高强度硫氧镁水泥及其制备方法和应用
Cheng et al. Investigation of the effects of styrene acrylate emulsion and vinyl acetate ethylene copolymer emulsion on the performance and microstructure of mortar
CN1807803A (zh) 轻骨料钢丝网增强混凝土预制件及其制备方法
CN102828578A (zh) 一种螺栓连接式可拼装防裂防渗永久性柱模板
CN110439175B (zh) 具有蒙皮效应壳体结构的陶粒砼板及其加工方法
CN202017272U (zh) 一种轻质保温防火复合板
CN207919605U (zh) 一种高延性混凝土组合砌体结构的滑移隔震装置
CN201040887Y (zh) 一种悬挂整体式复合墙体
CN202064512U (zh) 钢丝网蒸压加气混凝土板
CN206655345U (zh) 一种高延性混凝土组合抗震墙
CN211817181U (zh) 一种钢框架内嵌预制复合墙
CN205530681U (zh) 斜交密肋复合墙板结构体系
CN108005128A (zh) 一种高延性混凝土组合砌体结构的滑移隔震装置及其施工方法
CN106555454B (zh) 一种装配式镁基水泥发泡轻质复合楼板及其制备方法
CN211949180U (zh) 一种抗裂性强的蒸压加气混凝土轻质墙板
CN201125467Y (zh) 环保节能抗震轻质墙材
CN214658212U (zh) 一种用于替换填充墙砌体的预制砼板结构
CN108104290B (zh) 一种绿色建筑自保温结构体系

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 12747488

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 12747488

Country of ref document: EP

Kind code of ref document: A1