Integrated Manhole Ladder System



Similar documents
SECTION PRECAST CONCRETE UTILITY STRUCTURES

Guide to working on Public Sewers

SECTION PRECAST CONCRETE STRUCTURES

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION STORM DRAIN SYSTEMS PART 1 - GENERAL

Greater Dublin Strategic Drainage Study Regional Drainage Policies - Volume 2 New Development

Cavity Drain R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high.

SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION

SECTION SANITARY SEWER AND STORM DRAIN SYSTEMS

Uniclass L L2123 EPIC J3413. CI/SfB (52.5) Heavy duty channel drainage system ACO S Range

(52) In6 Publication CCM2 May 2000 ADVANCED DRAINAGE SYSTEM CATCHPITS, CHAMBERS & MANHOLES RIDGIDRAIN ENGINEERING EXCELLENCE

Ridgistorm-XL - the latest innovative

SECTION STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section

Saferand easierinstallation

SECTION REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section

SECTION 3 SANITARY SEWER DESIGN

The Manitoba Water Services Board SECTION Standard Construction Specifications September 2013 Page 1 of 21

SPR PE Steel Reinforced Liner

DIVISION 4300 STORM DRAINAGE

HUS-HR, CR Screw anchor, stainless steel

HYLINER AKS HDPE LINING

ACO Water Management: Civils + Infrastructure

ElastoFlake & ElastoTec

SECTION STORM DRAINAGE TABLE OF CONTENTS

Current opportunities of sprayed waterproofing membrane. Frank Clement Technical Manager Sprayable Membranes MEYCO Global Underground Construction

CCU Engineering Specifications. Section PRECAST CONCRETE PRODUCTS

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.

SECTION STORM DRAINAGE SYSTEM

CONTENTS. Yale University Design Standards. Underground Electrical Duct Bank. A. Summary. B. System Design and Performance Requirements

Module 3: Sewer Material Lecture 3: Sewer Material

Design and Construction of Cantilevered Reinforced Concrete Structures

REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS. Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

SERIES NG 1800 STRUCTURAL STEELWORK

ACO Water Management: Civils + Infrastructure

Concrete Waterproofing Systems. Integral Protection.


Pipes and Fittings for Gravity Sewer Mains. SewerMAX

Interior Walls below and above ground OLDROYD THE ULTIMATE WATERPROOF MEMBRANE SYSTEM

ITS specification Jointing chambers and pull pits (ITS-02-02)

San Antonio Water System Standard Specifications for Construction ITEM NO SLIP-LINING SANITARY SEWERS

HUS-V Screw anchor. HUS-V Screw anchor. Basic loading data (for a single anchor) Mean ultimate resistance

Diameter. Swift Lift Round Recess Plug. Note: The diameter of the narrow recess plug is the same as the diameter of the round recess plug.

HVU with HAS/HAS-E rod adhesive anchor

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

Appendix A: Acceptable pipe and fitting materials

Cable usage designation. Number of ducts required Number of spare ducts to be provided < > 11

Annex B

for HACA fixed two-rail ladders with / without rear safety guard and fall arrest system

HUS-A 6 / HUS-H 6 / HUS-I 6 / HUS-P 6 Screw anchor in precast prestressed hollow core slabs

SECTION PUBLIC STORM UTILITY DRAINAGE PIPING

SEWERS FOR ADOPTION 6 PIPE MATERIALS TABLE AND CONDITIONS OF USE VERSION 4 March 09

SANITARY SEWER SPECIFICATIONS

TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe

KESSEL KTP 500 Submersible Pump with lateral and vertical outlet connection Order Numbers 28710, 28810, 28850

ELECTRIC PERISTALTIC MORTAR POINTING PUMP

Installation Instructions

Hilti HIT-HY 150 MAX with rebar

Installation guide for the SafeLine type anchorage device. Tested in compliance with EN 795: No.: SE-...

Puddle Flange. FRANK Puddle Flange

Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects

BSF and BCC beam connections

Fall Protection Solutions

SECTION GRAVITY SANITARY SEWERS

Module 3 : Sewer Material. Lecture 3 : Sewer Material

CW GRAVITY SEWERS TABLE OF CONTENTS

How To Test A Wrap N Drain X Dampproofing System

Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe

CHAPTER 5. Storm Sewer

VdS en. VdS Guidelines for water extinguishing systems. Non-return valves. Requirements and test methods. VdS en : (01)

Wastewater Capital Projects Management Standard Construction Specification

SECTION NONREINFORCED CONCRETE SEWER PIPE

Numerical modelling of shear connection between concrete slab and sheeting deck

Introduction. Contents. General. Materials and workmanship. Diagrams. Other regulations. References

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

Heavy Duty Fibreglass Floor Grating

Hilti HIT-HY 200 with rebar

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

NAYLOR. Metro Duct. The Complete Duct and Access System M E T R O D R A I N. The MANUFACTURING EXCELLENCE Awards Winner - Best SME

9. Direct screwing into plastics and metal

Couplings. Drain Couplings Standard Couplings Large Diameter Couplings Adaptor Couplings Flexible Saddles Bushes

Section 2100-Trenching and Tunneling

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI

Söll GlideLoc Aluminium Ladders. Vertical fall protection system Certified according to EN 353-1:2002 and CNB/P/11.073

Profiles in stock Standard catalogue. Discover the possibilities with aluminium profiles from Sapa

Sewer Rehabilitation Design Requirements

Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING

Shower and Floor Gullies Channel Drain and Tile Drain SECTION

How To Drain A Drainline Grating

Select Radiators Installation Guide

Structural Failures Cost Lives and Time

Section 21. Telecommunication Hardware. BuyLog Catalog 21-1

Removing chips is a method for producing plastic threads of small diameters and high batches, which cause frequent failures of thread punches.

C O N V E Y O R C O M P O N E N T S C H A I N S B E L T S B E A R I N G S

Analysis and Repair of an Earthquake-Damaged High-rise Building in Santiago, Chile

Aluminium systems profile selection

GLOSSARY OF TERMINOLOGY

CONTENTS. Page KERBS ETHEKWINI PRODUCTS ETHEKWINI PRODUCTS WATER CHANNELS WATER CHANNELS / GRILL BLOCKS / CHANNEL DRAIN COVERS

Transcription:

Application: This innovative product has been designed to provide safe access and egress to precast concrete manholes and inspection chambers. It can also be used within any other underground concrete structure including con ined spaces such as sumps and pumping chambers. The system meets the essential requirements of existing and new design codes in terms of dimensions and performance. An innovative range of castin plastic inserts are incorporated by the manhole manufacturer to make fixing quick, cost effective, reliable and safer than conventional ladders. Advantages and Bene its: Ease of Installation The rungs are both supplied and fitted by the manhole manufacturer meaning mininmal access to a confined space to fit the ladder. This means no lifting, drilling or temporary access is required to the manhole. Flexibility The rungs meet the relevant requirements for both steps and ladders and can be used with or without the stringers. The incorporation of the rung in the manhole automatically takes account of variation in depth to design. This means bespoke ladders do not need to be estimated, surveyed, ordered or manufactured. Spare rungs and stringer can be retained for the next ladder. Safety The polypropylene polymer encapsulation gives high visibility and no sharp edges. The rung has a tread pattern providing excellent slip resistance and has a cross section designed to give a secure hand grip. Also, the stringer has a profile to give a secure hand grip unlike a conventional ladder which is often too large to safely hold on to.

Integrated Manhole Ladder System Durability The chemical resistance of polypropylene can be considered equivalent to Grade 316 stainless steel. Economy It is very cost effective in terms of supplied and installed cost. Strength Every rung is fixed to the manhole wall and the reinforcement is high tensile steel providing non brittle deformation under extreme loads. Standards The system has been designed and manufactured in accordance with the requirements specified in the following documents. Please note that there are areas of conflicting advice where we have had to make an interpretation. Further detailed information is available upon request. Product Standards BS EN 13101: 00 Steps for underground man entry chambers BS EN 14396: 004 Fixed ladders for manholes Note: Both of these documents are harmonised under the Construction Products Directive and include CE marking requirements. Design Standards BS EN 75-3: 1997 Drain and sewer systems outside buildings - Planning BS 411: 005 Permanently fixed ladders Application Codes of Practice Civil Engineering Specification for the Water Industry Sewers for Adoption Sewers for Scotland Specification for Highway Works Telephone: +44 (0)14 787 017 Facsimile: +44 (0)14 787 3541 Email: info@caswick.co.uk Web: caswick.co.uk

Quality The company has operated a quality system to the ISO 9000 series for more than fifteen years. It holds British Standards Institution (BSI) Kitemark Certification for manhole steps to BS EN 13101 including the rung used in this system. This system has WRc approval, see approval PT/50/1005 Materials The step rungs are reinforced with high tensile steel tube. The polypropylene copolymer encapsulation is schemed by injection moulding a 5mm thick cover under high pressure. Only high impact virgin polymer is used to ensure compliance with the stringent performance requirements of the EN 13101. The stringer is extruded polypropylene copolymer with a minimum wall thickness of mm. This material is subjected to load testing in accordance with an internal test procedure. Ancillary fitting brackets are made from stainless steel Grades 304 or 316. Performance Pullout resistance of rungs Deflection under kn load Permanent set after kn load Permanent set after 4 kn load Impact resistance, 0 kg from 1 m integrity of plastic Thcikness of plastic Cross section of rung Cross section of stringer rung stringer hole strength Stringer strength, proof load, 500N @ 50mm centre Stringer strength, ultimate load, 5.0 kn 5 kn 10mm mm 10mm No cracks 1 mega ohm at 500V 3mm 5mm 5mm.5 kn per hole 10mm max No failure Stringer Typical Load Deflection Curve Load (kn) 6 5 4 3 1 0 0 10 0 30 40 50 60 Deflection (mm)

SS700 LADDER RUNG TYPICAL LOAD DEFLECTION 0-kN LOAD (kn).5 1.5 1 0.5 0 0 4 6 8 10 DEFLECTION (MM) SS700 LADDER RUNG TYPICAL LOAD DEFLECTION 0-4kN 4.5 4 3.5 3 LOAD (kn).5 1.5 1 0.5 0 0 5 10 15 0 5 DEFLECTION (MM)

Integrated Manhole Ladder System Fitting Instructions - Manhole Manufacturer Precast concrete manhole section is manufactured to BS EN 1917 with special plastic inserts cast in place at 30 centres +/- mm during the making of the concrete. When the concrete has achieved adequate compressive strength the rung is hammered into the plastic inserts and checked for side and vertical alignment using a rigid tube of mm diameter. When hammering the step in, take care not to strike the stringer holes. The manholes rings are marked during or after production with a line indicating position of steps/rungs to enable them to be handled without damage and to facilitate alignment on site.

Integrated Manhole Ladder System Site Fitting Instructions Review drainage scheme design to establish correct position of ladder to invert and surface. Lower first manhole section into place and note position of marking on the manhole indicating step position. Lower remaining sections and ensure the alignment mark is within +/- 5mm. Slide stringer down side and allow su icient overhang at each end to accommodate benching, coverslab and seating rings (corbel units/bricks). Only use continuous lengths of stringer. Cast bottom end of stringers into benching. Locate top of stringer using the location brackets between the top manhole ring and coverslab or between seating rings. Cut to required light and fit end plugs. Brackets give provision for fixing by screw, mortar or manhole wall. The maximum unsupported length of stringer above the top fixing is 150mm.

4 5 1 1. Rung. Plastic Insert 3. Stringer 4. Endcap 5. Fixing bracket