CN103306573B - Assembling integrated type window frame for steel structure, and construction method of assembling integrated type window frame - Google Patents
Assembling integrated type window frame for steel structure, and construction method of assembling integrated type window frame Download PDFInfo
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- CN103306573B CN103306573B CN201310262389.2A CN201310262389A CN103306573B CN 103306573 B CN103306573 B CN 103306573B CN 201310262389 A CN201310262389 A CN 201310262389A CN 103306573 B CN103306573 B CN 103306573B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 192
- 239000010959 steel Substances 0.000 title claims abstract description 192
- 238000010276 construction Methods 0.000 title claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims abstract description 12
- 239000011083 cement mortar Substances 0.000 claims description 79
- 238000000034 method Methods 0.000 claims description 8
- 239000002994 raw material Substances 0.000 claims description 5
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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- Door And Window Frames Mounted To Openings (AREA)
Abstract
本发明公开了一种用于钢结构的装配整体式窗框及其施工方法，本发明预先在工厂批量生产出装配整体式窗框的构件，在每个构件的外侧边上都设有卡槽，然后将构件运到已经制作完成钢结构的工业或民用建筑物工地，以钢结构的墙体结构的竖向H型钢与横向H型钢所构成的钢网格的洞口作为建筑物需要开设窗的位置，将构件的卡槽分别扣在形成该洞口的H型钢上，然后将细石混凝土浇注进装配整体式窗框的上窗框和下窗框构件的卡槽中，这样即可使装配整体式窗框与钢结构的钢网格H型钢连接为一体，从而完成用于钢结构的装配整体式窗框施工。本发明具有造价低、制作和施工容易、生产效率高、质量好、使用寿命长、防火性能好、不污染环境等优点。
The invention discloses an assembled integral window frame for a steel structure and a construction method thereof. The components of the assembled integral window frame are mass-produced in a factory in advance, and clips are arranged on the outer side of each component. Then the components are transported to the industrial or civil building site where the steel structure has been made, and the opening of the steel grid formed by the vertical H-shaped steel and the horizontal H-shaped steel of the steel structure wall structure is used as the window that the building needs to open. position, buckle the slots of the components on the H-shaped steel forming the hole, and then pour fine stone concrete into the slots of the upper and lower window frame components of the assembled integral window frame, so that the assembly The integral window frame is integrated with the steel grid H-shaped steel of the steel structure, thereby completing the construction of the assembled integral window frame for the steel structure. The invention has the advantages of low cost, easy manufacture and construction, high production efficiency, good quality, long service life, good fireproof performance, and no environmental pollution.
Description
技术领域 technical field
本发明涉及一种用于钢结构的装配整体式窗框及其施工方法，属于建筑物窗门框技术领域。 The invention relates to an assembled integral window frame for steel structures and a construction method thereof, belonging to the technical field of building window and door frames.
背景技术 Background technique
随着经济建设高速发展，在“循环经济”的建设方针指引下，建筑工程领域里采用钢结构的建筑愈来愈多，随着我国钢产量的迅速增加，工业与民用建中采用钢作为建筑物的承重抗侧体系逐渐增多，这种结构体系完全适合“循环经济”三原则之一的“再利用原则”，即可持续性发展原则，众所皆知，建筑工程均有使用年限，一般50年，改革开放三十多年，建筑工程90%以上是钢筋混凝土建筑，使用周期超过，拆除后留给后人的是一堆废渣，并造成环境污染，破坏生态文明建设，而钢结构拆除后，原材料回炉后形成新的钢材，重新利用，建筑工程领域里采用钢结构是促进“可持续性发展”的重要举措。但长期以来钢结构建筑得不到大力发展，其主要原因是传统的钢结构建筑，如钢框架结构、钢框架剪力墙混合结构、用钢量大其建造费用偏高等原因。为解决这一问题，现有技术中提出了几种空间钢网格盒式结构新型结构体系，这种结构比常规钢结构用钢量下降20%～25%，为工业与民用各类建筑采用钢结构提供了发展基础。这种新型钢结构体系，其竖向钢网格有大部分作墙体，可采用现有墙体材料或DQ轻质墙板，其窗(门)洞口的窗(门)框一般采用塑钢窗(门)框，这些窗(门)框相对水泥制品的窗(门)框比较，不仅存在着单价偏高的问题，而且还存在着施工安装复杂、施工工期长、效率低等问题。因此，现有的塑钢窗(门)框的使用效果还是不够理想。 With the rapid development of economic construction, under the guidance of the construction policy of "circular economy", more and more buildings adopt steel structures in the field of construction engineering. With the rapid increase of steel production in my country, steel is used as construction in industrial and civil The load-bearing and side-resistant systems of objects are gradually increasing. This structural system is completely suitable for the "reuse principle" of one of the three principles of "circular economy", that is, the principle of sustainable development. As we all know, construction projects have a service life. In 50 years, more than 30 years of reform and opening up, more than 90% of construction projects are reinforced concrete buildings, and the service life exceeds the period. Finally, the raw materials are returned to the furnace to form new steel and reused. The use of steel structures in the field of construction engineering is an important measure to promote "sustainable development". However, for a long time, steel structure buildings have not been vigorously developed. The main reason is that traditional steel structure buildings, such as steel frame structures, steel frame shear wall hybrid structures, large amounts of steel, and high construction costs. In order to solve this problem, several new structural systems of space steel grid box structure have been proposed in the prior art. The steel consumption of this structure is 20% to 25% lower than that of conventional steel structures, and it is widely used in various industrial and civil buildings. The steel structure provides the basis for development. In this new type of steel structure system, most of the vertical steel grids are used as walls, and existing wall materials or DQ light wall panels can be used, and the window (door) frames of the window (door) openings are generally made of plastic steel windows. Compared with the window (door) frame of cement products, these window (door) frames not only have the problem of high unit price, but also have problems such as complicated construction and installation, long construction period and low efficiency. Therefore, the use effect of existing plastic-steel window (door) frame is still not ideal enough.
发明内容 Contents of the invention
本发明的目的在于，提供一种造价较低、制作和施工都容易、施工省时省力、生产效率高、质量好、使用寿命较长的用于钢结构的装配整体式窗框及其施工方法，以克服现有技术的不足。 The object of the present invention is to provide an assembled integral window frame for steel structures with low cost, easy fabrication and construction, time-saving and labor-saving construction, high production efficiency, good quality and long service life and its construction method , to overcome the deficiencies of the prior art.
本发明的技术方案是这样实现的： Technical scheme of the present invention is realized like this:
本发明的一种用于钢结构的装配整体式窗框施工方法为：预先在工厂采用钢丝网及水泥砂浆为原料，批量生产出装配整体式窗框的构件，在装配整体式窗框的每个构件的外侧边上都设有卡槽，然后将装配整体式窗框的构件运到已经制作完成钢结构的工业或民用建筑物工地，以该钢结构的墙体结构的竖向H型钢与横向H型钢所构成的钢网格的洞口作为建筑物需要开设窗的位置，将装配整体式窗框的构件的卡槽分别扣在形成该洞口的H型钢上，使装配整体式窗框通过其卡槽分别将其四周的H型钢遮盖住，然后将细石混凝土浇注进装配整体式窗框的上窗框和下窗框构件的卡槽中，使细石混凝土填满卡槽内并将其卡槽中的H型钢覆盖包裹住，待细石混凝土凝固后，即可使装配整体式窗框与钢结构的钢网格H型钢连接为一体，从而完成用于钢结构的装配整体式窗框或门框施工。 The construction method of the assembled integral window frame for steel structure of the present invention is as follows: steel wire mesh and cement mortar are used as raw materials in the factory in advance, and the components for assembling the integral window frame are produced in batches. There are card slots on the outer sides of each component, and then the components assembled with the integral window frame are transported to the industrial or civil building site where the steel structure has been completed, and the vertical H-shaped steel structure of the wall structure of the steel structure is used. The opening of the steel grid formed by the horizontal H-shaped steel is used as the position where the window needs to be opened in the building. The card slots of the components for assembling the integral window frame are respectively buckled on the H-shaped steel forming the opening, so that the assembled integral window frame can pass through. The slots cover the H-shaped steel around it respectively, and then the fine stone concrete is poured into the slots of the upper and lower window frame components of the integral window frame, so that the fine stone concrete fills the slots and The H-shaped steel in the card slot is covered and wrapped. After the fine stone concrete is solidified, the assembled integral window frame and the steel grid H-shaped steel of the steel structure can be connected as a whole, thereby completing the assembled integral window for the steel structure. Frame or door frame construction.
上述的钢结构为空间钢网格盒式结构。 The above-mentioned steel structure is a space steel grid box structure.
在上述将装配整体式窗框的卡槽分别扣在H型钢上时，应先对H型钢涂刷防锈漆。 When buckling the draw-in slots of the assembled integral window frame on the H-shaped steel, the H-shaped steel should be painted with anti-rust paint first.
上述的装配整体式窗框可作为钢结构的门框使用。 The above assembled integral window frame can be used as a steel structure door frame.
根据上述方法构建的本发明的一种用于钢结构的装配整体式窗框为：每个装配整体式窗框由一个预制钢丝网水泥砂浆上窗框和一个预制钢丝网水泥砂浆下窗框及两个预制钢丝网水泥砂浆侧窗框四个构件连接组成，在预制钢丝网水泥砂浆上窗框、预制钢丝网水泥砂浆下窗框及预制钢丝网水泥砂浆侧窗框上均设有用于卡放钢结构的H型钢的卡槽，并且在预制钢丝网水泥砂浆上窗框、预制钢丝网水泥砂浆下窗框及预制钢丝网水泥砂浆侧窗框的一侧边上设有窗外沿。 A kind of assembled integral window frame for steel structure of the present invention constructed according to the above method is as follows: each assembled integral window frame consists of a prefabricated steel mesh cement mortar upper window frame and a prefabricated steel mesh cement mortar lower window frame and Two prefabricated wire mesh cement mortar side window frames are composed of four connected components. The prefabricated steel wire mesh cement mortar upper window frame, the prefabricated steel wire mesh cement mortar lower window frame and the prefabricated steel wire mesh cement mortar side window frame are equipped with clamping The clamping groove of the H-shaped steel of the steel structure, and the outer edge of the window is arranged on one side of the prefabricated steel mesh cement mortar upper window frame, the prefabricated steel mesh cement mortar lower window frame and the prefabricated steel mesh cement mortar side window frame.
上述预制钢丝网水泥砂浆上窗框及预制钢丝网水泥砂浆侧窗框侧边设置的窗外沿的下表面与预制钢丝网水泥砂浆上窗框及预制钢丝网水泥砂浆侧窗框卡槽槽底背面的平面平齐，即预制钢丝网水泥砂浆上窗框及预制钢丝网水泥砂浆侧窗框的截面形状为F形状。 The lower surface of the outer edge of the window set on the side of the prefabricated steel mesh cement mortar upper window frame and the prefabricated steel mesh cement mortar side window frame, and the back surface of the groove bottom of the prefabricated steel mesh cement mortar upper window frame and the prefabricated steel mesh cement mortar side window frame The plane is flush, that is, the cross-sectional shape of the prefabricated steel mesh cement mortar upper window frame and the prefabricated steel mesh cement mortar side window frame is F shape.
上述预制钢丝网水泥砂浆下窗框侧边设置的窗外沿的上表面与预制钢丝网水泥砂浆下窗框卡槽上端面的平面平齐。 The upper surface of the outer edge of the window provided on the side of the lower window frame of the prefabricated steel mesh cement mortar is flush with the plane of the upper end surface of the lower window frame clamping groove of the prefabricated steel mesh cement mortar.
在上述预制钢丝网水泥砂浆上窗框和预制钢丝网水泥砂浆下窗框的卡槽的两端都分别设有卡口。 Bayonet sockets are provided at both ends of the slots of the upper window frame of the prefabricated steel mesh cement mortar and the lower window frame of the prefabricated steel mesh cement mortar.
预制钢丝网水泥砂浆上窗框、预制钢丝网水泥砂浆下窗框及预制钢丝网水泥砂浆侧窗框的窗框宽度为260毫米～400毫米。 The window frame width of the prefabricated steel wire mesh cement mortar upper window frame, the prefabricated steel wire mesh cement mortar lower window frame and the prefabricated steel wire mesh cement mortar side window frame is 260 mm to 400 mm.
窗外沿的外沿边宽为150毫米～400毫米。 The outer edge width of the outer edge of the window is 150 mm to 400 mm.
由于采用了上述技术方案，本发明将用于钢结构的装配整体式窗框采用价格低廉的传统的钢丝网和水泥砂浆为原材料，预先在工厂进行批量生产，这样做不仅可以提高生产效率，而且还大大降低了生产成本和提高了产品质量，同时由于采用的是装配式的组合结构，这对于现场施工非常方便，不仅大大降低了现场施工的劳动强度，还大大提高了现场施工的效率和施工质量。本发明通过将装配整体式窗框的构件在现场与钢结构安装组合在一起，并通过现场浇注细石混凝土，使装配整体式窗框与钢结构的H型钢牢固地连接为一个整体，其结构强度大大地超过了现有的塑钢窗(门)框结构。所以，本发明与现有技术相比，本发明不仅具有造价低、制作和施工容易、施工省时省力、生产效率高、质量好、使用寿命长的优点，而且还具有防火性能好、不污染环境等优点。 Due to the adoption of the above-mentioned technical scheme, the present invention adopts low-cost traditional steel wire mesh and cement mortar as raw materials for the assembled integral window frame of the steel structure, and carries out mass production in the factory in advance, which can not only improve production efficiency, but also It also greatly reduces the production cost and improves the product quality. At the same time, because of the assembled composite structure, it is very convenient for on-site construction. It not only greatly reduces the labor intensity of on-site construction, but also greatly improves the efficiency and construction efficiency of on-site construction. quality. In the present invention, the components of the assembled integral window frame are installed and combined with the steel structure on site, and fine stone concrete is poured on site, so that the assembled integral window frame and the H-shaped steel of the steel structure are firmly connected as a whole. The strength greatly exceeds the existing plastic-steel window (door) frame structure. Therefore, compared with the prior art, the present invention not only has the advantages of low cost, easy manufacture and construction, time-saving and labor-saving construction, high production efficiency, good quality and long service life, but also has good fireproof performance and no pollution environment and other advantages.
附图说明 Description of drawings
图1是本发明的装配整体式窗框安装在钢结构的H型钢窗框上时的正面示意图； Fig. 1 is the front schematic view when the assembled integral window frame of the present invention is installed on the H-shaped steel window frame of steel structure;
图2是图1的A－A剖视结构示意图； Fig. 2 is a schematic diagram of the cross-sectional structure along line A-A of Fig. 1;
图3是图1的B－B剖视结构示意图； Fig. 3 is a schematic diagram of a cross-sectional structure along line BB of Fig. 1;
图4是本发明的预制钢丝网水泥砂浆上窗框的立体结构示意图； Fig. 4 is the schematic diagram of the three-dimensional structure of the window frame on the prefabricated wire mesh cement mortar of the present invention;
图5是本发明的预制钢丝网水泥砂浆下窗框的立体结构示意图； Fig. 5 is the schematic diagram of the three-dimensional structure of the lower window frame of the prefabricated steel wire mesh cement mortar of the present invention;
图6是本发明的预制钢丝网水泥砂浆侧窗框的立体结构示意图； Fig. 6 is the three-dimensional structure schematic diagram of the prefabricated steel wire mesh cement mortar side window frame of the present invention;
图7是安装本发明装配整体式窗框的空间钢网格盒式结构的结构示意图。 Fig. 7 is a structural schematic diagram of a space steel grid box structure installed with an assembled integral window frame of the present invention.
附图标记说明：1－预制钢丝网水泥砂浆上窗框，2－预制钢丝网水泥砂浆下窗框，3－预制钢丝网水泥砂浆侧窗框，4－卡槽，5－窗外沿，6－卡口，7－H型钢，8－细石混凝土，9－DQ板，D－窗框宽度，d－外沿边宽。 Explanation of reference signs: 1 - upper window frame of prefabricated steel mesh cement mortar, 2 - lower window frame of prefabricated steel mesh cement mortar, 3 - side window frame of prefabricated steel mesh cement mortar, 4 - card slot, 5 - outer edge of window, 6 - Bayonet, 7-H-shaped steel, 8-fine stone concrete, 9-DQ board, D-window frame width, d-outer edge width.
具体实施方式 detailed description
下面结合附图和实施例对本发明作进一步的详细说明，但不作为对本发明的任何限制依据。 The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments, but not as a basis for any limitation of the present invention.
本发明的实施例：本发明的一种用于钢结构的装配整体式窗框施工方法，它是预先在工厂采用钢丝网及水泥砂浆为原料，采用传统的模具浇注的方式，批量生产出装配整体式窗框的构件，同时在装配整体式窗框的每个构件的外侧边上制作出卡槽，然后将装配整体式窗框的构件运到已经制作完成钢结构的工业或民用建筑物工地，该钢结构亦是空间钢网格盒式结构（如图7所示）；根据使用的需要，以该钢结构的墙体结构的竖向H型钢与横向H型钢所构成的钢网格的洞口作为建筑物需要开设窗的位置，并对该洞口处的H型钢涂刷防锈漆进行防锈处理，将装配整体式窗框的构件的卡槽分别扣在形成该洞口的H型钢上，使装配整体式窗框通过其卡槽分别将其四周的H型钢7遮盖住，然后将按传统方式拌制好的细石混凝土8浇注进装配整体式窗框的上窗框和下窗框的卡槽中，使细石混凝土8填满卡槽内并将其卡槽中的H型钢7覆盖包裹住，待细石混凝土8凝固后，即可使装配整体式窗框与钢结构的钢网格H型钢7连接为一体，从而完成用于钢窗框的装配整体式窗框施工。 Embodiments of the present invention: a construction method for an assembled integral window frame for a steel structure of the present invention, which uses steel wire mesh and cement mortar as raw materials in the factory in advance, adopts a traditional mold casting method, and mass-produces the assembled window frame. The components of the integral window frame, at the same time, make a card groove on the outer side of each component of the assembled integral window frame, and then transport the assembled integral window frame to the industrial or civil building that has completed the steel structure On the construction site, the steel structure is also a space steel grid box structure (as shown in Figure 7); according to the needs of use, the steel grid formed by the vertical H-shaped steel and horizontal H-shaped steel of the wall structure of the steel structure The opening of the building is used as the position where windows need to be opened in the building, and the H-shaped steel at the opening is painted with anti-rust paint for anti-rust treatment, and the card slots of the components that assemble the integral window frame are respectively buckled on the H-shaped steel forming the opening , so that the assembled integral window frame covers the H-shaped steel 7 around it through its card slot, and then pours the fine stone concrete 8 mixed in the traditional way into the upper and lower window frames of the assembled integral window frame In the card slot, make the fine stone concrete 8 fill the card slot and cover and wrap the H-shaped steel 7 in the card slot. After the fine stone concrete 8 is solidified, you can assemble the integral window frame and the steel structure. Grid H-shaped steel 7 is connected as a whole, thereby completing the assembled integral window frame construction for steel window frames.
在进行上述施工时，也可根据使用的需要，以钢结构的墙体结构的竖向H型钢7与横向H型钢7所构成的钢网格的洞口作为建筑物需要开设门的位置，然后按上述方法进行施工，将装配整体式窗框作为钢结构的门框使用，在将装配整体式窗框作为钢结构的门框使用时，其装配整体式窗框的下窗框不用设置。 When carrying out the above-mentioned construction, it is also possible to use the opening of the steel grid formed by the vertical H-shaped steel 7 and the horizontal H-shaped steel 7 of the wall structure of the steel structure as the position where the door needs to be opened in the building, and then press The above method is used for construction, and the assembled integral window frame is used as the door frame of the steel structure. When the assembled integral window frame is used as the steel structure door frame, the lower window frame of the assembled integral window frame does not need to be provided.
在完成本发明的装配整体式窗框施工后，在窗框的需要抹高标号砂浆的外表皮上，按传统的方式进行打铆钉和挂钢丝网处理，并在已挂钢丝网部位抹制25厚高标号水泥砂浆，待钢丝网水泥砂浆窗框通过养护后，即可按传统的方式在钢结构的墙面结构上镶嵌传统的DQ板9（如图1～3所示）。 After completing the construction of the assembled integral window frame of the present invention, on the outer skin of the window frame that needs to be plastered with high-grade mortar, perform rivets and hang steel wire mesh in the traditional way, and plaster 25 Thick and high-grade cement mortar, after the steel mesh cement mortar window frame has been cured, the traditional DQ board 9 can be inlaid on the wall structure of the steel structure in the traditional way (as shown in Figures 1-3).
根据上述方法构建的本发明的一种用于钢结构的装配整体式窗框的结构示意图如图1～6所示，每个装配整体式窗框由一个预制钢丝网水泥砂浆上窗框1和一个预制钢丝网水泥砂浆下窗框2及两个预制钢丝网水泥砂浆侧窗框3四个构件连接组成矩形结构，在预制钢丝网水泥砂浆上窗框1、预制钢丝网水泥砂浆下窗框2及预制钢丝网水泥砂浆侧窗框3上均设有用于卡放钢结构的H型钢7的卡槽4，并且在预制钢丝网水泥砂浆上窗框1、预制钢丝网水泥砂浆下窗框2及预制钢丝网水泥砂浆侧窗框3的一侧边上设有窗外沿5；制作时，使预制钢丝网水泥砂浆上窗框1及预制钢丝网水泥砂浆侧窗框3侧边设置的窗外沿5的下表面与预制钢丝网水泥砂浆上窗框1及预制钢丝网水泥砂浆侧窗框3卡槽4槽底背面的平面平齐，即将预制钢丝网水泥砂浆上窗框1及预制钢丝网水泥砂浆侧窗框3的截面形状制作成F形状（如图2、图3、图4、图6所示）；并使预制钢丝网水泥砂浆下窗框2侧边设置的窗外沿5的上表面与预制钢丝网水泥砂浆下窗框2卡槽4上端面的平面平齐（如图2、图5所示）；为了在安装时能够使预制钢丝网水泥砂浆上窗框1或预制钢丝网水泥砂浆下窗框2能更可靠地卡扣在其两端的H型钢上，可在预制钢丝网水泥砂浆上窗框1和预制钢丝网水泥砂浆下窗框2的卡槽4的两端都分别制作出能够卡入H型钢7的卡口6；制作时，最好将预制钢丝网水泥砂浆上窗框1、预制钢丝网水泥砂浆下窗框2及预制钢丝网水泥砂浆侧窗框3的窗框宽度D控制在260毫米～400毫米的范围，将窗外沿5的外沿边宽d控制在150毫米～400毫米的范围即可。 A schematic structural view of an assembled integral window frame for a steel structure of the present invention constructed according to the method described above is shown in Figures 1 to 6. Each assembled integral window frame consists of a prefabricated steel wire mesh cement mortar upper window frame 1 and A prefabricated steel mesh cement mortar lower window frame 2 and two prefabricated steel mesh cement mortar side window frames 3 are connected to form a rectangular structure. The prefabricated steel mesh cement mortar upper window frame 1 and the prefabricated steel mesh cement mortar lower window frame 2 And the prefabricated wire mesh cement mortar side window frame 3 is all provided with the draw-in groove 4 that is used to clamp the H-shaped steel 7 of the steel structure, and on the prefabricated steel wire mesh cement mortar upper window frame 1, the prefabricated steel wire mesh cement mortar lower window frame 2 and One side of the prefabricated steel mesh cement mortar side window frame 3 is provided with a window outer edge 5; during manufacture, the window outer edge 5 arranged on the prefabricated steel mesh cement mortar upper window frame 1 and the prefabricated steel mesh cement mortar side window frame 3 The lower surface of the prefabricated steel mesh cement mortar upper window frame 1 and the prefabricated steel mesh cement mortar side window frame 3 card groove 4 are flush with the plane on the back of the groove bottom, that is, the prefabricated steel mesh cement mortar upper window frame 1 and the prefabricated steel mesh cement mortar The section shape of side window frame 3 is made into F shape (as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 6); The plane of the upper end surface of the lower window frame 2 of the prefabricated steel mesh cement mortar is flush with the slot 4 (as shown in Figure 2 and Figure 5); in order to make the upper window frame 1 of the prefabricated steel mesh cement mortar or the prefabricated steel mesh cement mortar The lower window frame 2 can be more reliably snapped on the H-shaped steel at both ends, and can be made at both ends of the prefabricated steel mesh cement mortar upper window frame 1 and the two ends of the slot 4 of the prefabricated steel mesh cement mortar lower window frame 2 respectively. Can be snapped into the bayonet 6 of the H-shaped steel 7; when making, it is best to fit the window frame width of the prefabricated steel mesh cement mortar upper window frame 1, the prefabricated steel mesh cement mortar lower window frame 2 and the prefabricated steel mesh cement mortar side window frame 3 D is controlled in the range of 260 mm to 400 mm, and the outer edge width d of the window outer edge 5 is controlled in the range of 150 mm to 400 mm.
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| JPS5831974Y2 (en) * | 1978-04-26 | 1983-07-15 | 東急建設株式会社 | Hardened cement window frame |
| SE458622B (en) * | 1984-03-12 | 1989-04-17 | Anderson Ind Ab Paul | Track-forming mould for concrete |
| JPH09141631A (en) * | 1995-11-24 | 1997-06-03 | Fukoku Kensetsu Kk | Concrete placing frame and executing method for concrete wall surface using the frame |
| KR100573515B1 (en) * | 2005-10-18 | 2006-05-02 | (주)도원엔지니어링건축사사무소 | Architecture window frame reinforcement structure |
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