The Beauty of the Curtain Wall Achieves the Beauty of Architecture, and the Beauty of the Curtain Wall-WJW Aluminum Supplier Aluminum

1 Introduction

In the contemporary construction industry, the curtain wall has been deeply established by the construction division due to its aesthetic and fashionable. It gives the biggest feature to build aesthetics, construction functions, and energy saving and other factors. Therefore, it is generally used and promoted. The curtain wall industry has also been developed at high speed. The beauty of the curtain wall performance, the beauty of the situation, the beauty of the curtain wall, the lines are one of the most common conditions for curtain walls. At the same time, it may also strengthen its shading function through lines. The builder will set different types of horizontal or vertical decoration lines based on the characteristics of construction. However, there are many categories of curtain walls. According to the construction method of its device, it is divided into unit curtain wall and component -type curtain wall. As the artificial capital of the construction site has been rising and people's requests for curtain walls are getting higher and higher. In the past, there are more units with lines with large lines. There are no ancient curtain walls. The designer of the curtain wall engineering has some profound research on the design of the above curtain wall. This article analyzes and summarizes the design system of vertical lines. , For the reference of the designer for the wide curtain wall engineering.

2. Definition

The important introduction of this article is the design of the vertical line-intertted unit curtain wall design. According to the "GB/T34327-2017), Article 3.3.1.2 and 3.3.1.2.1 content The definition of the inserted unit curtain wall is as follows: The basic units of the curtain wall structure made of the panel and the supporting frame in the factory are not less than a floor -to -wall structure. The sealing method inserted by the column breaking is combined with each other, and the vertical direction has large decoration lines. The size of the large decoration strip is more than 100mm, as shown below. The doors and windows and curtain walls have a panel and a support structure system (supporting device and support system). It can have a certain displacement ability or a certain deformation capability compared to the main structure of the main structure.

Vertical line plug -in unit curtain wall

3. Loading value

For the curtain wall of the vertical line-intertted unit, the loading value of the broken curtain wall is based on the relevant content of the "Construction Structure Load Standard" (GB50009-2012). Take the value of large line loads. The building curtain wall is composed of a supporting structure system and panel. It can have a certain displacement capacity compared to the main structure, regardless of the main structure of the main structure or decorative structure. However, for the vertical line itself, its local body size coefficient SL is not ten obvious value in the "Construction Structure Load Standards" (GB50009-2012). DBJ15-101-2014) Article 5.1: For high-level construction nominal size A horizontal or vertical without hollowing out of the louver, its local body shape SL'= Ksl, in the formula: K -coefficient, according to the value of the table in Table, sl -the wall body shape coefficient of the adjacent area.

4. System design

For the vertical line -intertted unit curtain wall, the curtain wall node itself can be designed according to the traditional unit curtain wall. It only needs to pay attention to the design of the side wind load transmission system for vertical lines. There are three designs for the side -oriented wind load transfer power system of vertical lines. The first system is continuous or uniform and densely interval. The top design of the top is designed, and the above three system design is fulfilled as follows.

4.1 continuous or uniform and dense connection board design

This system design method By setting up continuous or uniform and densely intervals on the vertical lines, fix the large lines on the vertical keel of the unit curtain wall, so as to achieve large lines of connection and fixing. The curtain wall consists of a structural frame and inlaid board, and the building enclosure structure that does not bear the main structure load and function of the main structure. Its transmission pathway is relatively complicated. The side of the large lines of the wind load is directly transmitted to the vertical keel of the unit curtain wall through the connecting boards of each location, and then the vertical keel of the unit curtain wall is affected by the side of the line. The vertical keel itself is passed on the top and bottom of the vertical keel along the unit curtain wall. On the top of the vertical keel on the unit curtain wall, the traditional plug -in unit curtain wall is set up with a branch. The side wind load transmitted by the vertical lines is directly passed to the unit curtain wall pendant, and the unit curtain wall pendant is passed to the support, and then the support is the support. Pass to the main structure. At the bottom of the unit curtain wall vertical keel, the traditional plug -in unit curtain wall connection method is to insert high and low beams. If the remaining special treatment is not adopted, there may be no other structures except the frictional force. However, the large vertical lines are picked to the outside world, and the friction is helpless to resist the side wind load transmitted by the large lines. Inceee needs to design a protruding component on the skilled block. Inserting the core, the vertical keel can be coordinated with the unit curtain wall, and the depth of the high direction can be overlapped in the height, and the left and right cannot be displaced. Connecting fixed, through the above -mentioned structure design, the side wind load passed by the large lines is passed to the vertical keel by the vertical keel on the bottom of the unit curtain wall, and then transitioned to the upper beam of the lower section by the transition of the slider. The vertical keel, and then passed the vertical keel of the lower plate to the unit curtain wall pendant, the unit curtain wall pendant is passed to the support, and the support is passed to the main structure to form a solid force system. Its node structure and transmission pathway are shown in Figure 2.