Tripod & Beam Clamp for building construction

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Product Description:

Steel Prop & Tripod & Beam Clamp

(1) Steel prop is a vertical support system widely used in construction.

Characteristics:

◆ Simple & flexible structure

◆ Easy & fast operation

◆ Economical efficiency

◆ Easy storage and transportation

◆ Reasonable load-bearing capacity

(2) Tripod is always used as support for steel prop.

(3) The beam clamp is a technical instrument for supporting beam formwork

which makes conventional beam formwork simple, and increases the construction

efficiency.

Characteristics:

◆ Flexible structure

◆ Optimum design proposal





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Q:How to calculate the deflection of steel pipe support column
The general structure is the strength, stiffness and stability of these three kind of bar stress load is much smaller than the compressive strength, the strength is no problem of elastic deformation range, but also need to consider the deformation, the stiffness of the problem and then there is stability, according to the material of different types and different constraints, different coefficient formula I don't know.
Q:With the steel support template what
Well, I do not know how much of the steel template you say ah, anyway, the theoretical weight is the cross-sectional area of *L*7.85
Q:How to choose H steel support
But also consider the impact of dynamic load (or static load is not stated)
Q:The design value of steel support axial force is KN/m,
If:The design of prestress value is 300KNJack cross-sectional area of 0.017671 square metersApply prestress = Design prestress value / Jack cross-sectional area =300/0.017671/1000=1.70MPa
Q:What is the meaning of steel support flange connection
The erection and erection of the steel support of the building is dependent on the total length of each steel support
Q:Special construction scheme of steel pipe support formwork
3, the selection of materials, and strive to achieve common, can be used for easy maintenance.4, the structure of the selection, and strive to achieve the force is clear, structural measures in place, lift up and tear down convenient, easy inspection and acceptance;5, the above points, templates and template erection, also must comply with the requirements of JCJ59-99 inspection standards, to meet the relevant standards of the provincial civilization standardization site.6, combined with the above template and template support design principles, combined with the actual situation of the project, considering the previous construction experience, decided to use the following 1 kinds of templates and its support scheme:
Q:Steel braced steel purlin and anchor beam waist connection
Depending on the distance between the main direction of the water should be fixed, the mainstream water should be encrypted when large. The anchor cable is connected with the joint plate with holes.
Q:Scaffolding steel pipe support spacing
Open type double row steel pipe scaffolding pole spacing 1.05, 1.30, 1.55M.Open type single row steel pipe scaffolding pole spacing 1.20, 1.40M.
Q:What is the maximum value of the support settlement on the beam
(!) in accordance with the "reinforced concrete beam" design specification for hydraulic concrete structures and the "standard methods for testing of concrete structures", produced a total of $reinforced concrete beam, the beam length! "'% & section size!' ($& $&& 'concrete labeling for the quantity of materials per * *). Party and relevant index table! + beam reinforcement figure! + molding, maintenance to $, reached the design strength requirements of concrete materials per square meter +! And related indexes of -./+! 0123456718 9:/29 15189; <98151 =.5182.>6;'., 2<, 1?; <98151 = 5419; each party (concrete materials A3 'B *) - @ index grade of cement cement fine aggregate coarse aggregate average compressive strength of @ CD. @ 9" slump "$" E F! "" GG! *G! H FHI% *J "$"! The reinforced concrete beam reinforcement figure K23+! LA1594; = 812<=; 1<5 = 891; < 8151 / 8.9; 1 'sticky ($) bonding agent
Q:Subway construction of steel support needs qualification
From a professional point of view, the difference between light rail and subway, is not in heaven and earth, but in the heavy rail and the maximum cross section passenger flow: Rail weight per meter 60 kg per hour, 15 thousand passengers to 30 thousand passengers called light rail; rail weight per meter 60 kilograms, call the subway traffic per hour to 30 thousand 60 thousand passengers.

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