CN207277679U - Air-entrained concrete building block and armored concrete outline border integral wall - Google Patents
Air-entrained concrete building block and armored concrete outline border integral wall Download PDFInfo
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- CN207277679U CN207277679U CN201721241630.3U CN201721241630U CN207277679U CN 207277679 U CN207277679 U CN 207277679U CN 201721241630 U CN201721241630 U CN 201721241630U CN 207277679 U CN207277679 U CN 207277679U
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Abstract
Description
技术领域technical field
本实用新型属于建筑结构技术领域,尤其涉及一种加气混凝土砌块与钢筋混凝土外框整体墙板。The utility model belongs to the technical field of building structures, in particular to an integral wall panel of an aerated concrete block and a reinforced concrete outer frame.
背景技术Background technique
加气混凝土砌块是一种轻质多孔、保温隔热、防火性能良好、可钉、可锯、可刨和具有一定抗震能力的新型建筑材料,是混凝土中较轻的一种,适用于高层建筑的填充墙和低层建筑的承重墙。但现有技术中,加气混凝土砌块仍然需要现场人工砌筑,工效底,施工速度慢,而且砌筑必须是主体结构完成后才能进行,占用了整体工期。Air-entrained concrete block is a new type of building material that is lightweight, porous, thermal insulation, good fire resistance, can be nailed, sawed, planed, and has a certain earthquake resistance. It is a lighter type of concrete and is suitable for high-rise buildings. Infill walls of buildings and load-bearing walls of low-rise buildings. However, in the prior art, the aerated concrete blocks still need to be built manually on site, the work efficiency is low, and the construction speed is slow, and the masonry can only be carried out after the main structure is completed, which takes up the overall construction period.
同时,为提高混凝土的抗拉性能,常在混凝土受拉区域内加入一定数量的钢筋,使两种材料粘结成一个整体,共同承受外力。这种配有钢筋的混凝土,称为钢筋混凝土。由钢筋混凝土制成的梁、板、柱、基础等构件,称为钢筋混凝土构件,它能够大大提高构件的承载能力,减小构件的断面尺寸。At the same time, in order to improve the tensile performance of concrete, a certain number of steel bars are often added in the tensile area of concrete, so that the two materials can be bonded into a whole and bear external forces together. This concrete with steel bars is called reinforced concrete. Beams, slabs, columns, foundations and other components made of reinforced concrete are called reinforced concrete components, which can greatly improve the bearing capacity of components and reduce the cross-sectional size of components.
发明内容Contents of the invention
基于背景技术存在的问题,本实用新型的目的在于克服加气混凝土砌块需要现场人工砌筑,施工速度慢等缺陷提出一种在工厂预制,现场吊装的加气混凝土砌块与钢筋混凝土外框整体墙板。Based on the problems existing in the background technology, the purpose of this utility model is to overcome the defects that the aerated concrete blocks need to be built manually on site, and the construction speed is slow, and propose an aerated concrete block and a reinforced concrete outer frame that are prefabricated in the factory and hoisted on site. Integral wall panels.
为了达到目的,本实用新型提供的技术方案为:In order to achieve the purpose, the technical solution provided by the utility model is:
本实用新型涉及一种加气混凝土砌块与钢筋混凝土外框整体墙板,其包括加气混凝土砌块和钢筋混凝土外框;所述的钢筋混凝土外框位于墙板四周,加气混凝土砌块铺砌填充在钢筋混凝土外框内部。The utility model relates to an integral wall panel of an aerated concrete block and a reinforced concrete outer frame, which comprises an aerated concrete block and a reinforced concrete outer frame; the reinforced concrete outer frame is located around the wall panel, and the aerated concrete block The paving fills the inside of the reinforced concrete frame.
优选的,所述的钢筋混凝土外框顶部设有吊装套筒,左右两侧设有支撑套筒。墙板顶部设置的吊装套筒,既作为吊装之用,也是与上部结构连接的灌浆套筒,还是预应力钢筋端部锚固点,一物三用节约成本。Preferably, a hoisting sleeve is provided on the top of the reinforced concrete frame, and supporting sleeves are provided on the left and right sides. The hoisting sleeve set on the top of the wall panel is not only used for hoisting, but also a grouting sleeve connected to the upper structure, and also an anchor point at the end of the prestressed steel bar, which saves costs.
优选的,所述的钢筋混凝土外框顶部对称设有两个吊装套筒。Preferably, two hoisting sleeves are arranged symmetrically on the top of the reinforced concrete frame.
优选的,对应吊装套筒处的的墙板竖直方向上设有预应力钢筋,预应力钢筋穿过加气混凝土砌块与吊装套筒焊接。预应力钢筋提高了墙板的整体性,避免了运输安装过程中开裂的可能性。减小了钢筋混凝土外框截面,可降低整体墙板的自重。Preferably, the wallboard corresponding to the hoisting sleeve is provided with prestressed reinforcement in the vertical direction, and the prestressed reinforcement passes through the aerated concrete block and is welded to the hoisting sleeve. Prestressed steel bars improve the integrity of the wall panels and avoid the possibility of cracking during transportation and installation. The cross-section of the reinforced concrete frame is reduced, which can reduce the self-weight of the whole wall panel.
优选的,所述的钢筋混凝土外框与内部填充的加气混凝土砌块厚度相同。外框混凝土凝固硬化后与加气混凝土砌块形成紧密的一个整体墙板。Preferably, the reinforced concrete outer frame has the same thickness as the aerated concrete blocks filled inside. After the concrete of the outer frame solidifies and hardens, it forms a compact integral wall panel with the aerated concrete block.
采用本实用新型提供的技术方案,与现有技术相比,具有如下有益效果:Compared with the prior art, the technical solution provided by the utility model has the following beneficial effects:
(1)本实用新型加气混凝土砌块与钢筋混凝土外框整体墙板,可大规模工厂化预制,减少了现场工作量,减少人工费用,从而降低了施工成本。(1) The integral wall panel of the aerated concrete block and the reinforced concrete outer frame of the utility model can be prefabricated in a large-scale factory, which reduces the on-site workload and labor costs, thereby reducing the construction cost.
(2)本实用新型加气混凝土砌块与钢筋混凝土外框整体墙板,可实现与结构同步施工,可利用结构施工时的起重设备起吊安装,缩短了施工工期。(2) The integral wall panel of the aerated concrete block and the reinforced concrete outer frame of the utility model can realize synchronous construction with the structure, and can be hoisted and installed by using the hoisting equipment during the construction of the structure, shortening the construction period.
(3)本实用新型加气混凝土砌块与钢筋混凝土外框整体墙板,整体性好,避免了墙体开裂的风险。(3) The integral wall panel of the aerated concrete block and the reinforced concrete outer frame of the utility model has good integrity and avoids the risk of wall cracking.
(4)本实用新型加气混凝土砌块与钢筋混凝土外框整体墙板,可避免现场浇捣圈梁构造柱,从而进一步降低成本缩短工期。(4) The integral wall panel of the aerated concrete block and the reinforced concrete outer frame of the utility model can avoid pouring and ramming the ring beam structural column on site, thereby further reducing the cost and shortening the construction period.
附图说明Description of drawings
图1是本实用加气混凝土砌块与钢筋混凝土外框整体墙板立面图;Fig. 1 is the elevation view of the integral wall panel of the utility aerated concrete block and reinforced concrete outer frame;
图2是图1中整体墙板的A-A剖面图;Fig. 2 is the A-A sectional view of integral wallboard in Fig. 1;
图3是图1中整体墙板的B-B剖面图;Fig. 3 is the B-B sectional view of integral wallboard among Fig. 1;
示意图中的标注说明:1-加气混凝土砌块;2-钢筋混凝土外框;3-预应力钢筋;4-吊装套筒;5-支撑套筒。Notes in the schematic diagram: 1-aerated concrete block; 2-reinforced concrete frame; 3-prestressed steel bar; 4-hoisting sleeve; 5-supporting sleeve.
具体实施方式Detailed ways
为进一步了解本实用新型的内容,结合实施例对本实用新型作详细描述,以下实施例用于说明本实用新型,但不用来限制本实用新型的范围。In order to further understand the content of the utility model, the utility model is described in detail in conjunction with the examples. The following examples are used to illustrate the utility model, but are not used to limit the scope of the utility model.
结合图1至图3所示,本实施例涉及一种加气混凝土砌块与钢筋混凝土外框整体墙板,其包括加气混凝土砌块1和钢筋混凝土外框2;所述的钢筋混凝土外框2位于墙板四周,加气混凝土砌块1铺砌填充在钢筋混凝土外框2内部。As shown in Figures 1 to 3, this embodiment relates to an integral wall panel of an aerated concrete block and a reinforced concrete frame, which includes an aerated concrete block 1 and a reinforced concrete frame 2; the reinforced concrete frame The frame 2 is located around the wall panels, and the aerated concrete block 1 is paved and filled inside the reinforced concrete outer frame 2 .
钢筋混凝土外框2顶部设有吊装套筒4,左右两侧设有支撑套筒5。所述的吊装套筒4对应的墙板竖直方向上设有预应力钢筋3,预应力钢筋3穿过加气混凝土砌块1与吊装套筒4焊接。预应力钢筋3提高了墙板的整体性,避免了运输安装过程中开裂的可能性,减小了钢筋混凝土外框截面积,可降低整体墙板的自重。所述的吊装套筒4在吊装整体墙板时使用,在与上部梁结构连接时用作灌浆套筒,除此之外,还是预应力钢筋端部的锚固点。The top of the reinforced concrete frame 2 is provided with a hoisting sleeve 4, and the left and right sides are provided with supporting sleeves 5. The wallboard corresponding to the lifting sleeve 4 is provided with prestressed steel bars 3 in the vertical direction, and the prestressed steel bars 3 pass through the aerated concrete block 1 and are welded to the lifting sleeve 4 . The prestressed steel bar 3 improves the integrity of the wall panel, avoids the possibility of cracking during transportation and installation, reduces the cross-sectional area of the reinforced concrete frame, and can reduce the self-weight of the overall wall panel. The hoisting sleeve 4 is used when hoisting the integral wallboard, and is used as a grouting sleeve when connecting with the upper beam structure, and besides, it is also an anchor point at the end of the prestressed steel bar.
本实用新型的整体墙板的加工方法包括以下步骤:The processing method of the integral wall panel of the present utility model comprises the following steps:
(1)涉及预应力钢筋部位的加气混凝土砌块穿孔开槽;(1) Perforation and slotting of aerated concrete blocks involving prestressed steel bars;
(2)在模台上铺砌加气混凝土砌块,四边立模;(2) Pave aerated concrete blocks on the formwork platform, and formwork on four sides;
(3)铺设钢筋混凝土外框钢筋,安放预埋吊装套筒和预埋支撑套筒;(3) Lay reinforced concrete outer frame steel bars, place pre-embedded hoisting sleeves and pre-embedded support sleeves;
(4)安放预应力钢筋,预应力钢筋与吊装套筒焊接,施加预应力;(4) Place prestressed steel bars, weld the prestressed steel bars with the hoisting sleeve, and apply prestressed forces;
(5)浇捣混凝土,养护达到强度后释放应力;(5) Pour and ram the concrete, and release the stress after the curing reaches the strength;
(6)脱模翻板,得到成品。(6) demoulding turnover plate, obtains finished product.
本实用新型的整体墙板的施工方法包括以下步骤:The construction method of the integral wall panel of the present utility model comprises the following steps:
(1)加气混凝土砌块与钢筋混凝土外框整体墙板运输到施工现场,吊机吊具上螺栓连接吊装套筒4,起吊安装就位。(1) The aerated concrete block and the integral wall panel of the reinforced concrete outer frame are transported to the construction site, and the hoisting sleeve 4 is connected to the hoisting sleeve 4 by bolts on the crane spreader, and the hoisting is installed in place.
(2)支撑杆与支撑套筒5连接,起临时支撑作用。(2) The support rod is connected with the support sleeve 5 to act as a temporary support.
(3)上层结构梁安装就位后,用锚杆连接吊用套筒4和梁下部预留的连接套筒,锚固灌浆达到强度后撤除支撑杆。(3) After the superstructure beam is installed in place, connect the hanging sleeve 4 and the connecting sleeve reserved at the lower part of the beam with anchor rods, and remove the support rods after the anchor grouting reaches strength.
以上示意性的对本实用新型及其实施方式进行了描述,该描述没有限制性,附图中所示的也只是本实用新型的实施方案,实际的结构并不局限于此。所以本领域的普通技术人员受其启示,在不脱离本实用新型创造宗旨的情况下,不经创造性的设计出与该技术方案相似的结构方式及实施例,均应属于本实用新型的保护范围。The above schematically describes the utility model and its implementation. The description is not restrictive. What is shown in the drawings is only the implementation of the utility model, and the actual structure is not limited thereto. Therefore, those of ordinary skill in the art are inspired by it, and without departing from the purpose of the utility model, without creatively designing structural methods and embodiments similar to the technical solution, all should belong to the protection scope of the utility model .
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629709A (en) * | 2019-01-15 | 2019-04-16 | 中国地震局工程力学研究所 | Apply the novel filling wall and construction method of compressive pre-stress by strap bolt building block |
| CN112681566A (en) * | 2020-12-30 | 2021-04-20 | 湖北别一阁钢结构科技开发有限公司 | Assembled wallboard and manufacturing method thereof |
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2017
- 2017-09-26 CN CN201721241630.3U patent/CN207277679U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629709A (en) * | 2019-01-15 | 2019-04-16 | 中国地震局工程力学研究所 | Apply the novel filling wall and construction method of compressive pre-stress by strap bolt building block |
| CN112681566A (en) * | 2020-12-30 | 2021-04-20 | 湖北别一阁钢结构科技开发有限公司 | Assembled wallboard and manufacturing method thereof |
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Address after: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Hangjiazetong Building Energy Saving New Materials Co.,Ltd. Address before: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU ZETONG BUILDING ENERGY SAVING NEW MATERIAL CO.,LTD. |
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Address after: 311419 building 4, No. 53, zhumufan, Yushan village, Yushan Township, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Jinyuhang Jialvjian Technology Co.,Ltd. Country or region after: China Address before: 311400 building 4, No. 53, Zhumu fan, Yushan village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Hangjiazetong Building Energy Saving New Materials Co.,Ltd. Country or region before: China |
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