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Steel truss deck metal building materials, used for deck truss construction

The steel truss floor slab system involves processing the reinforcing bars in the floor slab into steel trusses through advanced equipment in the factory, and then welding the steel trusses and galvanized steel plates together. It is a series of standardized products produced by the factory.

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Steel truss formwork

Steel truss mold under the action of building loads

Maximum applicable span (meters)

Steel truss formwork model

Truss height

Upper chord / Diaphragm beam / Lower chord

Neutral axis height

Moment of inertia I

Floor thickness

Simple support plate

Continuous slab

(millimeters)

(mm)

Rebar diameter and type (mm)

y(mm)

(× 10mm)

(mm)

TDA(B)4-120

120

1 0 / 5 / 1 0

56.67

6.35

150

3.6

4

TDA(B)4-130

130

1 0 / 5 / 1 0

60

7.555

160

3.7

4

TDA(B)4-140

140

1 0 / 5. 5/ 1 0

63.33

8.864

170

3.8

4

TDA(B)4-150

150

1 0 / 5. 5/ 1 0

66.67

10.277

180

3.8

4.2

TDA(B)4-160

160

1 0 / 5. 5/ 1 0

70

11.796

190

3.9

4.2

TDA(B)4-170

170

1 0 / 6 / 1 0

73.33

13.419

200

3.9

4.2

TDA(B)4-180

180

1 0 / 6 / 1 0

76.67

15.147

210

4

4.4

TDA(B)4-190

190

1 0 / 6 / 1 0

80

16.979

220

4

4.4

TDA(B)4-200

200

1 0 / 6. 5/ 1 0

83.33

18.917

230

4

4.4

TDA(B)4-210

210

1 0 / 6. 5/ 1 0

86.67

20.959

240

4.1

4.4

TDA(B)4-220

220

1 0 / 6. 5/ 1 0

90

23.105

250

4.1

4.4

TDA(B)4-230

230

1 0 / 7 / 1 0

93.33

25.357

260

4.1

4.6

TDA(B)4-240

240

1 0 / 7 / 1 0

96.67

27.713

270

4.1

4.6

TDA(B)4-250

250

1 0 / 7. 5/ 1 0

100

30.174

280

4.2

4.6

TDA(B)4-260

260

1 0 / 7. 5/ 1 0

103.33

32.74

290

4.2

4.6

TDA(B)4-270

270

1 0 / 7. 5/ 1 0

106.67

35.41

300

4.2

4.6

TDA(B)5-70

70

1 2 / 4 . 5 / 8

50.77

1.93

100

2.7

3

TDA(B)5-80

80

1 2 / 4 . 5 / 8

56.06

2.622

110

2.9

3.4

TDA(B)5-90

90

1 2 / 4 . 5 / 8

61.35

3.42

120

3.2

3.4

TDA(B)5-100

100

1 2 / 4 . 5 / 8

66.65

4.325

130

3.4

3.4

TDA(B)5-110

110

1 2 / 5 / 8

71.94

5.336

140

3.6

3.6

TDA(B)5-120

120

1 2 / 5 / 8

77.24

6.454

150

3.6

3.6

TDA(B)5-130

130

1 2 / 5 / 8

82.53

7.678

160

3.8

3.6

TDA(B)5-140

140

1 2 / 5 . 5 / 8

87.82

9.009

170

3.8

3.8

TDA(B)5-150

150

1 2 / 5 . 5 / 8

93.12

10.446

180

4

3.8

TDA(B)5-160

160

1 2 / 6 / 8

98.41

11.989

190

4

4

TDA(B)5-170

170

1 2 / 6 / 8

103.71

13.639

200

4.2

4.2

TDA(B)6-70

70

1 2 / 4 . 5 / 1 0

44.7

2.309

100

2.9

3.8

TDA(B)6-80

80

1 2 / 4 . 5 / 1 0

48.88

3.151

110

3.1

4

TDA(B)6-90

90

1 2 / 5 / 1 0

53.07

4.124

120

3.4

4.2

TDA(B)6-100

100

1 2 / 5 / 1 0

57.26

5.228

130

3.6

4.4

TDA(B)6-110

110

1 2 / 5 / 1 0

61.44

6.465

140

3.7

4.6

TDA(B)6-120

120

1 2 / 5 . 5 / 1 0

65.63

7.832

150

3.8

4.8


Steel truss formwork

Steel truss mold under the action of building loads

Maximum applicable span (meters)

Steel truss formwork model

Truss height

Upper chord / Diaphragm beam / Lower chord

Neutral axis height

Moment of inertia I

Floor thickness

Simple support plate

Continuous slab

(millimeters)

(mm)

Rebar diameter and type (mm)

y(mm)

(× 10mm)

(mm)

TDA(B)6-130

130

1 2 / 5 . 5 / 1 0

69.81

9.331

160

4

4.8

TDA(B)6-140

140

1 2 / 5 . 5 / 1 0

74

10.962

170

4.1

5

TDA(B)6-150

150

1 2 / 6 / 1 0

78.19

12.724

180

4.2

5

TDA(B)6-160

160

1 2 / 6 / 1 0

82.37

14.618

190

4.3

5.2

TDA(B)6-170

170

1 2 / 6 / 1 0

86.56

16.643

200

4.4

5.2

TDA(B)6-180

180

1 2 / 6 . 5 / 1 0

90.74

18.8

210

4.5

5.2

TDA(B)6-190

190

1 2 / 6 . 5 / 1 0

94.93

21.088

220

4.6

5.4

TDA(B)6-200

200

1 2 / 6 . 5 / 1 0

99.12

23.508

230

4.6

5.4

TDA(B)6-210

210

1 2 / 7 / 1 0

103.3

26.059

240

4.8

5.4

TDA(B)6-220

220

1 2 / 7 / 1 0

107.49

28.742

250

4.8

5.4

TDA(B)6-230

230

1 2 / 7 / 1 0

111.67

31.556

260

4.9

5.4

TDA(B)6-240

240

1 2 / 7 . 5 / 1 0

115.86

34.502

270

5

5.6

TDA(B)6-250

250

1 2 / 7 . 5 / 1 0

120.05

37.579

280

5

5.6

TDA(B)6-260

260

1 2 / 8 / 1 0

124.23

40.788

290

5

5.6

TDA(B)6-270

270

1 2 / 8 / 1 0

128.42

44.129

300

5.2

5.6

TDA(B)7-70

70

1 2 / 4 . 5 / 1 2

40.33

2.567

100

3

3.8

TDA(B)7-80

80

1 2 / 4 . 5 / 1 2

43.67

3.517

110

3.2

4

TDA(B)7-90

90

1 2 / 5 / 1 2

47

4.618

120

3.5

4.2

TDA(B)7-100

100

1 2 / 5 / 1 2

50.33

5.869

130

3.7

4.4

TDA(B)7-110

110

1 2 / 5 / 1 2

53.67

7.272

140

3.8

4.6

TDA(B)7-120

120

1 2 / 5 . 5 / 1 2

57

8.825

150

4

4.8

TDA(B)7-130

130

1 2 / 5 . 5 / 1 2

60.33

10.529

160

4.1

4.8

TDA(B)7-140

140

1 2 / 5 . 5 / 1 2

63.67

12.384

170

4.2

5

TDA(B)7-150

150








The steel truss floor slab system involves processing the reinforcing bars in the floor slab into steel trusses through advanced equipment in the factory, and then welding the steel trusses and galvanized steel plates together. It is a series of standardized products produced by the factory. This system combines the concrete floor slab and the construction formwork to form a load-bearing component. During the construction phase, it can withstand the self-weight of the concrete and the construction loads, and this structure can also be used as lateral support for steel beams during the construction phase. During the use phase, the steel truss and the concrete jointly bear the usage loads.

The cast-in-place concrete floor slab using this system can save the processes and costs of mold support and removal, and is more suitable for multi-story steel structure floor slabs, reinforced concrete structure floor slabs, precast reinforced concrete floor slabs, etc. It is also widely used in irregular floor structures (such as circular and elliptical shapes), large-span structures, drop slab structures, thick plate structures, pitched roofs, residential structures, etc. It can greatly improve construction efficiency and reduce construction costs. 


(1) The mechanical properties of the HPB235, HRB335, HRB400 or CRB550 reinforcing bars used for steel truss floor slabs should respectively meet the requirements of GB 1499.1, GB 1499.2 or GB 13788. The mechanical properties of the structural grade galvanized sheets used should comply with the requirements of GB 2518.

(2) The resistance spot welding of the steel truss joints and the resistance spot welding between the steel truss and the base plate should comply with the specified shear ultimate bearing capacity in Table 2 and Table 3.

(3) The ultimate shear bearing capacity of the weld points between the support rods and the support rods and the lower chord rods is ≥ 6000N, and the ultimate shear bearing capacity of the weld points between the support rods and the upper chord rods is ≥ 13000N.

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Zhishang Steel Co., Ltd

Zhishang steel co.Ltd,specializes in steel products,which mainly manufactures galvanized steel,galvalume steel,ppgl,ppgl and also can supply hot rolled steel, coldrolled steel,stainless,wire rod,h beam,steel pipe,etc.The company is committed to providing customers with high-quality and low-price steel products and strives tocreate value for custome···

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