
Carbohydrates >Fractures(เผือก)+Corn(ข้าวโพด)+Flour(แป้ง)+Rice(ข้าว)+Pumpkin(ฟักทอง)

Vegetable
>Block Kerry(บล็อคเคอรี่) +Paprika(พริกหยวก)+ Onions(หัวหอม) +Lettuce(ผักกาดขาว)+ Kale(คะน้า)

Minerals >Apples(แอปเปิ้ล) +Grapes(องุ่น)+ Kiwis(กีวี)+ Lemon(เลมอน)+ Banana(กล้วยหอม)

Fats
>Rice bran oil(น้ำมันรำข้าว)+Sunflower oil(น้ำมันดอกทานตะวัน)+Sesame oil(น้ำมันงา)+Olive oil(น้ำมันมะกอก)+Soybean oil(น้ำมันถั่วเหลือง)

Proteins >Beef(เนื้อวัว) +Pork(เนื้อหมู)+Fish(ปลา)+Crab(ปู)+Shrimp(กุ้ง)
ประเภทที่เกี่ยวกับวิชาชีพ
เสาคอนกรีตเสริมเหล็ก
Types of reinforced concrete columns.
1. Single pole sleeve. A reinforced concrete column. With steel stand. (The vertical) fastened with steel casing, which is a steel sleeve, the band may have single or multiple bands and band bending stirrups are bent into the scene.
2. Screw pole sleeve. A reinforced concrete column. With steel stand. (The vertical) fastened with a twist tie the stirrups. This post is loads better. Single pole sleeve for about 15% normally applies to circular columns or pillars polygon.
3. Pole sleeve for threaded steel rod. It looks like a normal spiral antenna casing steel. Are in the core. I mostly use the steel (I) or H-shaped steel (H) cross-sectional area of the core compared to the cross-sectional area is not very concrete. Typically used with a key pillar Hu. Or to reduce the size of the pole to the architecture.
4. Steel columns encased in concrete. Post collars are similar to the spiral core. The steel used in the core. Steel plate was used. The nose welded or riveted to the cross as the "H" large and covered with a grid-iron, 10 AS & W Gage and a concrete cover of not less than 6 cm columns of this type are used in order to make a post there. small. I have a lot of weight.
5. Concrete encased steel pipe. A pole with a steel outer shell. Within the concrete. There will be no increase in iron. This post is not so much the weight. And at the end of the pole to the plate thickness 3/8 inch or 10 mm welded steel pipe to help with weight distribution.
ไม่มีความคิดเห็น:
แสดงความคิดเห็น