Scaffolding Accessories forged Swivel Beam coupler

Ref Price:

Loading Port:: Nanjing

Payment Terms:: TT OR LC

Min Order Qty:: 1000 pc

Supply Capability:: 50000 pc/month

Inquire Now

Chat Online

Add to My Favorites

OKorder Service Pledge

Quality Product, Order Online Tracking, Timely Delivery

OKorder Financial Service

Credit Rating, Credit Services, Credit Purchasing

You Might Also Like

Scaffolding steel tube for construction

SCAFFOLDING STEEL TUBE 48.3MM

Scaffold Prop Thread Sleeve

scaffold Drop Forged board retaining /Girder coupler

German types scaffolding couplers Real factory in Rizhao

Cuplock scaffolding system best price for sale

Ringlock Scaffolding System for Construction High Quality

Ringlock Scaffolding System Easy to Onstall

SPECIFICATIONS:

1 MATERIAL:Q235

2 SWIVEL AND DOULE RIGHT ANGLE COUPLER

3 DROP FORGED AND PRESSED

4 BS1139 AND EN74 STANDARD

5 SIZE:48.3*48.3MM

6 PRESSED AND DROP FORED SWIVEL AND FIXED COUPLER/PUTLOG COUPLER/SLEEVE COUPLER/INNER CONNECTOR/BEAM COUPLER ETC.

Pressed swivel coupler 1.02kg galvanized/ hot dipped galvanized

Pressed fixed coupler 0.85kg galvanized / hot dipped galvanized

DROP FORGED SWIVEL COUPLER 0.98kg galvanized / hot dipped galvanized

DROP FORGED SWIVEL COUPLER 1.12kg

DROP FORGED PUT LOG COUPLER 0.62KG galvanized / hot dipped galvanized

DROP FORGED SLEEVE COUPLER 1.1KG galvanized / hot dipped galvanized

DROP FORGED FIXED BEAM COUPLER 1.45KG galvanized / hot dipped galvanized

DROP FORGED SWIVEL GRINDER COUPLER 1.5KG galvanized / hot dipped galvanized

7 SUITABLE FOR PIPE DIAMETER:48MM,48.3MM,60.3MM

8 Payment terms:30%TT deposit, balance against BL copy or LC at sight

9 FOB .CIF.C&F ,CFR acceptable

10 Delivery time;20-30days after receiving deposit

Q:A 67.0- painter is on a uniform 21- scaffold supported from above by ropes. There is a 3.8- pail of paint to one side. The ropes are 1m inside the scaffold on each side. The pail is 1m away from the left rope and 3m from the right rope. The scaffold is a 6m. How close to the right end can he approach safely? How close to the left end can he approach safely?: First of all...no units, no answer. Second of all...according to OSHA (Occupation Safety and Health Administration), NO ONE can walk on a scaffold beam outside the support ropes OR SET ANY OBJECT DOWN outside the support ropes. Hence the answers for both questions are 1 meter. It doesn't matter what a calculation will yield...NO ONE can walk on the beam outside the support ropes safely. Even if a torque balance yields that it will not put the ropes in compression and buckle them...it still isn't considered to be safe by OSHA if the painter is outside the ropes.

Q:Find the demolishing scheme of scaffold: 11.2.3 when the scaffold is removed to the lower part of the last long pole height (about 6.5m), should be in the appropriate position to set up temporary support reinforcement, and then dismantle the wall;11.2.4 when the scaffold is divided into sections and sub sections, the two ends of the scaffold without dismantling shall be provided with the connection of the wall and the lateral bracing.

Q:i got my scaffold done quite a while ago and it still really hurts and is all lush and crusty,loli know it takes agessss to heal but could i take it out and put normall small earrings in each whole instead? Which would i have to use? thanks: in my opinion you should ride it out and just clean it more often. not only will the piercings give you trouble if you try to change the earring now, the piercings themselves will move slightly and you won't be able to put an industrial bar back through it. if you can live with these go through with it, if not, wash often, rotate the bar constantly and avoid sleeping on it and getting your hair caught up in it. like you said, piercings in the cartilage are very sensitive and need time and nurturing so that they can heal properly.

Q:He pushes a can over the scaffold at 15 meters and it takes 3.25 seconds for it to land.I keep doing the problem over and over. the Correct answer is 20.5 m/s, however I keep arriving to the solution of 17 m/s. I solved it by doing Vf^2 = Vi^2 + 2adwhere the initial velocity is zero and the acceleration is -g. I made my coordinate system so that down is negative in which the distance will be negative. This however, did not give me the correct answer. Am I right or is the book right?: The initial velocity is not zero since the scaffold is moving upward when the can gets pushed over. And final velocity, vf, does not represent the speed of the scaffold (if that is what you're trying to solve). y = (vo)(t) - (1/2)gt? 15 m = (vo)(3.25 s) - (1/2)(9.81 m/s?)(3.25 s)? vo = +20.5 m/s

Q:What are the common rules for calculating the amount of scaffolding works: The calculation of masonry construction height within 1.35 ~ 3.6m according to the calculation in the scaffold; scaffold height above 3.6m, the independent brick columns are less than 3.6m in height according to the circumference of the core column is built by scaffolding in height according to the calculation; at an altitude of 3.6m and above at the circumference of the core column is built by 3.6m and calculated by single row height scaffolding.

Q:How to calculate the fastener type steel pipe scaffold: 1.1.2 provides for the temporary structure of the scaffolding structure, the structure of the importance coefficient of gamma 0 take 0.9. ?The scaffold structure design of 1.1.3 on reliability requirements, considering that there is no enough statistical data accumulated by the situation, determine the probability limit state design, should be consistent with our historical experience, if using a single coefficient method was designed, the single safety coefficient should be satisfied: the strength calculation of K1 = 1.5 the stability calculation; K2 = 2. To this end, in the calculation of the introduction of the material strength of the additional coefficient of gamma 'm' or resistance to the addition of partial coefficient gamma 'R, gamma' R= gamma 0 gamma 'm=0.9 gamma' m.

Q:Scaffolding installation and precautions?: When the structural layer is attached to the wall, the wall column, the vertical horizontal rod and the transverse horizontal rod are set up immediately after the erection of the structure.5, closed with a step horizontal bar frame must turn around the hands all around the circle, with a right angle fastener and the inner and outer post fixed.6, the horizontal horizontal pole of the double row scaffold should not be greater than 100mm from the wall to the wall.7, when the scaffolding operation of the wall of the two steps, should take temporary stability measures, even after the wall pieces can be removed before the erection.

Q:i already found the force in rope 2 but im not getting the force in rope 1.: The tension in the two vertical ropes must sum to 700N in order to balance the window washer. EDIT. In order to find the answer for each rope, I need to know how long the scaffold is and where the window washer is standing. EDIT. Taking moments about the end nearest to window washer. T1*3.044 = 298.6*1.522 + 700*1.51 ----> T1 = 496.54 N (2. d. p.) Taking moments about the other end. T2*3.044 = 298.6*1.522 + 700*1.534 ----> T2 = 502.06 N (2. d. p.) T1 + T2 = 496.54 + 502.06 = 998.6 = 700 + 298.6 as required.

Q:It's when u get two ear piercing and there connected by a tongue ring. So question is where can I get it and how old? I'll be gettin it in Rhode island . Please anwser: I have one and im 12. Im from Tennessee.

Q:In the calculation of the bearing capacity of the scaffold, what is the axial force produced by the "N g2k" - the standard value of the component?The calculation formula for force rod scaffold N/ psi A+Mw/W = fWhere N=1.2 (Ng1k+Ng2k) +0.85*1.4 Sigma NqkThe specification of N g2k is explained in terms of the axial force generated by the standard values of the component fitting,It is how to understand, specifically refers to what? That is to say, what is the standard value of the component?Please master all trouble, thank you generous with your criticism!: (3) the railings and retaining scaffold deadweight standard value (kN/m); the railings, bamboo amphipodsshouban baffle, the standard value of 0.15NG3 = 0.150 x 7 x 1.500/2 = 0.788 kN;(4) the load of the hanging safety facilities, including safety net (kN/m2); 0.005NG4 = 0.005 x 1.500 x 24 = 0.180 kN;

1. Manufacturer Overview
Location
Year Established
Annual Output Value
Main Markets
Company Certifications

2. Manufacturer Certificates
a) Certification Name
Range
Reference
Validity Period

3. Manufacturer Capability
a)Trade Capacity
Nearest Port
Export Percentage
No.of Employees in Trade Department
Language Spoken:
b)Factory Information
Factory Size:
No. of Production Lines
Contract Manufacturing
Product Price Range