Установка опор

В ответ на жалобу жильца квартиру посетила комиссия.
- Вот вы пишете, что у вас из окон просматривается мыльная женской бани. И совсем не просматривается.
- Так вы на шкаф залезьте!

tumanov ✉

link 9.04.2009 10:43

http://www.dot.state.il.us/bridges/GBSP55.pdf

ERECTION OF CURVED STEEL STRUCTURES
Effective: June 1, 2007
Description: In addition to the requirements of Article 505.08(e), the following shall apply.
The Contractor or sub-Contractor performing the erection of the structural steel is herein referred to as the Erection Contractor.
Erection Plan: The Erection Contractor shall retain the services of an Illinois Licensed Structural Engineer, experienced in the analysis and preparation of curved steel girder erection plans, for the completion of a project-specific erection plan. The structural engineer, herein referred to as the Erection Engineer, shall sign and seal the erection plan, drawings, and calculations for the proposed erection of the structural steel.
The erection plan shall be complete in detail for all phases, stages, and conditions anticipated during erection. The erection plan shall include structural calculations and supporting documentation necessary to completely describe and document the means, methods, temporary support positions, and loads necessary to safely erect the structural steel in conformance with the contract documents and as outlined herein. The erection plans shall address and account for all items pertinent to the steel erection including such items as sequencing, falsework, temporary shoring and/or bracing, girder stability, crane positioning and movement, means of access, pick points, girder shape, permissible deformations and roll, interim/final plumbness, cross frame/diaphragm placement and connections, bolting and anchor bolt installation sequences and procedures, and blocking and anchoring of bearings. The Erection Contractor shall be responsible for the stability of the partially erected steel structure during all phases of the steel erection.
The erection plans and procedures shall be submitted to the Engineer for review and acceptance prior to starting the work. Review, acceptance and/or comments by the Department shall not be construed to guarantee the safety or final acceptability of the work or compliance with all applicable specifications, codes, or contract requirements, and shall neither relieve the Contractor of the responsibility and liability to comply with these requirements, nor create liability for the Department. Significant changes to the erection plan in the field must be approved by the Erection Engineer and accepted by the Engineer for the Department.

tumanov ✉

link 9.04.2009 10:45

А вот еще, про установку дорожных знаков:

http://www.dot.state.oh.us/Divisions/ConstructionMgt/Specifications/2005CMS/600/630.htm#a_630_07__Sign_Erection
...
630.07 Sign Erection. Erect signs on ground mounted or overhead supports according to the schematic signing layout. Do not remove an existing sign until the replacement sign is either erected or available for immediate erection. Do not erect a replacement sign on a new support more than 24 hours before the removal of the existing sign.

A. Flat Sheet Sign Erection.

Use steel bolts, wide washers, lock washers and nuts. Use bearing plates between the sign and U-channel post at each bolt. Field drill signs mounted on messenger wire or mast arms to match holes in brackets.

B. Extrusheet Sign Erection.

Use self-aligning aluminum mounting clips, aluminum or stainless steel rectangular head bolts, aluminum or stainless steel washers, and stainless steel elastic stop nuts, to attach extrusheet signs to beam or U-channel post supports, and for U-channel post sections used to attach exit number and supplemental panels to extrusheet signs. Use aluminum bolts, washers, lock washers, and nuts to assemble extrusheet signs shipped in two pieces.

tumanov ✉

link 9.04.2009 10:46

Хотя с другой стороны, действительно, - охальники.
И штат даже у них так и называется - Охайо.

tumanov ✉

link 9.04.2009 10:48

А вот тут так и вообще про members пишут, никого не стесняясь.

http://pubserv.ci.columbus.oh.us/transportation/2002SpecBook/500/PDF/513.pdf

500 STRUCTURES
ITEM 513 - STRUCTURAL STEEL MEMBERS
...
513.26 Shipping Storage, and Erection
...

tumanov ✉

link 9.04.2009 10:50

.. The other end of the bearing stiffener shall have a
tight fit as defined below. Position bearing stiffeners to be vertical after erection.
..
Before erecting structural steel, completely bolt up field splices and connections
that started before steel erection.
During erection, the Engineer will allow drifting to draw the parts into position,
but do not enlarge the holes or distort the metal. Install drift pins and bolts according
to 513.20. Fill at least three-fourths of the holes with completely tightened bolts in
splices and connections subject to construction loads during erection. Complete
permanent fastening of steel truss tension chord members before removing falsework.
Permanently fasten compression chord members after the span is released sufficiently
from the falsework to bring the compression chord joints into full bearing. Properly
regulate and maintain elevations of panel points and ends of floor beams until the
falsework is removed.
Do not enlarge the holes of splices and connections between

Doodie ✉

link 9.04.2009 10:51

если опоры ВЛ, то erection
а если трубопроводов, то можно и arrangement

tumanov ✉

link 9.04.2009 11:00

Тот же документ

630.07
... Erect signs on ground mounted or overhead supports ...

_Coral_ ✉

link 9.04.2009 11:22

используют erection, и еще как!
и в технических спецификациях и в site conditions of electrical erection contracts :)))
хотя здесь erection означает (електро)-монтажные работы

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